Duong Nguyen Portfolio 2020

A C R

2 0 2 0 2020

d ng u o uy ng en

ARCHITECTURAL DESIGN PORTFOLIO

MINDFUL MANIFESTATION: from EEG to Virtual Reality Name: Duong Nguyen Research Stream: Digital Architecture Research Alliance (DARA) Supervisors: Tane Moleta & Marc Aurel Schnabel

The research question is answered with the development of a brain-computer interface in virtual reality (BCI-VR). The interface consists of a 14-channel EMOTIV EEG headset, and the virtual reality experienced in the head-mounted display (HMD) HTC Vive Headset. EEG data were collected from the CortexUI cloud database, transferred to interact with design contents in Grasshopper, then experienced in VR through Unity.

Human

Thoughts

Vision

Rhinoceros

14-Channel EPOC+ Headset

HTC Vive Headset

Bake Geometries

This study has progressed as far as the design of architectural concepts through the interaction of pre-designed architectural forms with multiple design scenarios. The research outcome formulates a foreground as part of ongoing research in developing a means of designing architecture directly through the mind’s eye.

User Datagram Protocol (UDP)

Computer

overview

On the motivation of the current spirit of the age, increased interest in artificial intelligence and creativity, this research poses the question of “can we design architecture using brain activities?”.

Abstract

User Datagram Protocol (UDP) Websocket (WS)

CortexUI

Grasshopper

UnityVR

EEG Data Streaming

EEG Data Processing & Design Experiment

VR Experience

“I think therefore it is” is the ultimate goal.

What follows would be a short excerpt of the project. More can be found through Victoria University of Wellington’s library resource, or published proceedings in CAADRIA 2019: Intelligent & Informed.

Diagram the research aim, creating a system through the interconnection of hardware and software to manipulate architectural forms

Methodology Diagram

1 : EEG Data Acquisition Methods

{

EEG

How the research was broken down can be separated into seven stages.

Stage 1: Testing various methods to gain live EEG ddata Stage 2: Designing pre-existent forms Stage 3: Exploration of basic EEG interaction with geometrical concepts Stage 4: Combining developed EEG interactions with developed design forms Stage 5: Transferring Grasshopper geometries into Unity Stage 6: Incorporation of stage 4 & 5 together to create a fully functioning system.

Stage 7: Enhanced System: additional capabilities for system inside of VR

}

{ } { } { } { } EEG

EEG & Design

Design & VR

{

EEG Design & VR

}

6 : Full System (EEG, Grasshopper & Unity)

Methodology Diagram demonstrating the design workflow

}

5 : Grasshopper to Unity & Design

EEG Design & VR +

7 : Enhanced System (Controller, Toggling between interactions)

methodology.

Design

{

overview

2 : Grasshopper Design Test

using using using using using using using

System; CortexAccess; System.Threading; System.Collections.Generic; System.IO; System.Collections; System.Text;

.pm (Performance Metrics)

using System.Net; using System.Net.Sockets;

software utilisation

namespace EEGLogger { class Program { const string Username = "duongy94"; const string Password = "Ilovelego"; const string LicenseId = "61f43c5d-52d5-4f94-9f18-6f4e7f6e22ca"; const int DebitNumber = 2; // default number of debit const string serverIP = "127.0.0.1"; static void Main(string[] args) { Console.WriteLine("EEG LOGGER"); Console.WriteLine("Please wear Headset with good signal!!!"); Process p = new Process(); // Register Event p.OnEEGDataReceived += OnEEGDataReceived; p.SessionCtr.OnSubcribeEEGOK += OnEEGDataReceived; Thread.Sleep(2000); //wait for querrying user login, query headset if (String.IsNullOrEmpty(p.GetUserLogin())) { p.Login(Username, Password); Thread.Sleep(1000); //wait for logining } // Show username login Console.WriteLine("Username :" + p.GetUserLogin()); if (p.AccessCtr.IsLogin) { // Send Authorize p.Authorize(LicenseId, DebitNumber); Thread.Sleep(5000); //wait for authorizing } if (!p.IsHeadsetConnected()) { p.QueryHeadset(); Thread.Sleep(10000); //wait for querying headset and create session } if (!p.IsCreateSession) { p.CreateSession(); Thread.Sleep(5000); } if (p.IsCreateSession) { // Subcribe EEG data p.SubcribeData("eeg"); Thread.Sleep(5000); } Console.WriteLine("Press Enter to exit"); while (Console.ReadKey().Key != ConsoleKey.Enter) { }

}

// Unsubcribe stream p.UnSubcribeData("eeg"); Thread.Sleep(3000); // Close Out Stream

CortexUI

emotivPRO

visual studio

excel

grasshopper

EEG Data Acquisition

public static void OnEEGDataReceived(object sender, ArrayList eegData) { Program sendEEGData = new Program(); //Console.WriteLine(eegData.Count); // to display how much information is within the arraylist. string eegDataSent = "";

}

foreach (var item in eegData) { eegDataSent += (item + ";"); } //Console.WriteLine(eegDataSent);// to display what is within eegData. sendEEGData.udpeegsender(eegDataSent);

public void udpeegsender(string eegDataInput) { UdpClient udpclient = new UdpClient(); try { }

}

}

}

byte[] eegdata = Encoding.UTF8.GetBytes(eegDataInput); udpclient.Send(eegdata, eegdata.Length, new IPEndPoint(IPAddress.Parse(serverIP), 100));

catch (Exception error) { Console.WriteLine(error.ToString()); }

EEGLogger Script Example

This section investigates the different choice in EEGs and the techniques used in acquiring EEG data, both statically and through real-time acquisition

Perfomance Metrics Data: data ranging from 0 to 1

Software & Hardware Considerations Virtual Reality Environment

EEG Acquisition & Processing Artificial Neural Network

32 Channel Emotiv EEG Flex Headset supported

Grasshopper Plugin

EEG Headsets tested for static and EEG live data acquisition

Of the three EEG headset tested, 14-Channel Emotiv EPOC EEG performed best, as the CortexUI cloud database did not recognise the EEG headsets.

Dodo

Diagram dissplaying the potential softwares as part of the design workflow

Static & Live Acquisition Methods

LunchBoxML

owl plugin

The original example C# script was modified to instead of its original functionalities of exporting a spreadsheet, the incoming EEG data stream information into Grasshopper via a User Datagram Protocol Connection (UDP). The C# scripts were built into an .exe file with dynamic link libraries (.dll), containing namespaces for the program to access and function.

Raw EEG Data

Live EEG Data Extraction Workflow (raw EEG Data)

EEG data acquisition

14 Channel Emotiv EPOC+ EEG Headset

EmotivPRO exports gathered information into spreadsheet

Excel converts .csv to .xlsx Static EEG Data Extraction Workflow

Grasshopper imports data using gHowl Plugin Raw EEG Data: data averaging at roughly 4000

CortexUI Registration Online for access information

Grasshopper imports data using gHowl Plugin at matching port number

capturing data.

Test importing tensorflow library into Grasshopper, but the library was not recognised.

OpenViBE 5 Channel Emotiv EEG Insight Headset

supported

tools & methods.

EmoEngine (part of the Community SDK)

emotivPRO

visual studio

excel

{

}

CortexUI

software utilisation

grasshopper

Design Experiment

From prior research into literature review and the creation of acquiring EEG data in real-time. This section explores several design concepts to which shall be later incorporated with EEG data.

Kaleidoscope

Image Spatialisation

colour overlaid on to grids from this original photograph Under the assumption, that this would be the postprocessing of images of EEG data is received

mesh design.

These design examples are initially created with the intention for the system's user to interact using the EEG headset. The video demonstrate how such interactions can take place. However, the design demonstrated itself to be overtly complex to be suitable for a live workflow as it requires too much computational processing.

Development of Image Spatialisation One

Development of Image Spatialisation Two

extrusion.

design experiment

scan QR code to see animation

Convolutional Neural Network (CNN)

These two examples are based on research surrounding artificial neural network (ANN), a sub-branch of Machine Learning (ML), and therefore, Artificial Intelligence (AI). The SOM algorithm iterates its three-dimensional grid over time towards a series of seed coordinates.

The Convolutional Neural Network (CNN) is one which would be able to process imported images, however, this is only partially complete and shall require further developments. As of now, the brighter box colour values are moved vertically.

scan QR code to see animation

artificial neural networks.

87 59 ite ra tio n

72 58 ite ra tio n

53 54 ite ra tio n

21 26 ite ra tio n

13 37 ite ra tio n

52 0

original coordinates for the system to iterate towards (iteration 0)

ite ra tio n

design experiment

Self Organising Maps (SOM)

y

z

x (x, y, z)

orientation (x, y, z)

---

“ “

...

““

EEG & Design

““

(x, y, z)

scale

RGB colour (r, g ,b)

...

---

position

From the series test design ideas, this section unveils further steps to the system is further developed by incorporating learnt research in acquiring EEG data together to interact with these design concepts.

1. filterless 2. series filter 3. absolute & damping values

Live EEG Data

scan QR code to see animation

formerly: Convolutional Neural Network (CNN)

Glitch Box Design Developments

interactive design +.

The glitch box design example takes forward from the CNN design experiment and attempt to move the boxes in a vertical fashion using EEG data. The design iteration from 1 to 3 are continual refinements of this process, fine-tuning and allowing greater design interaction through the use of EEG.

Glitch Box

this design iteration takes a step further from the glitch box experiment and instead of moving the geometries vertically, they are scaled instead. The following three examples are three different design variations as how detected brain activities are used to change architecture.

reversed list pattern

scale application on CNN algorithm

Scale Box Design Iterations

concentric pattern

Live EEG Data

scan QR code to see animation

interactive design +.

Box Scaling

software utilisation

{

}

Incorporating Virtual Reality This section combines what has been discussed to create a fully-connecting system, this means that detected brain activities through EEG is possible in designing architectural forms inside a Virtual Reality environment.

POSITION

COLOUR

SCALE

UPWARD ORIENTATION FORWARD ORIENTATION

< < < < <

}

x,y,z; x,y,z; x,y,z; x,y,z;

r,g,b; r,g,b; r,g,b; r,g,b; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z;

> > > > >

UNITY USER DATAGRAM PROTOCOL (UDP)

[] [] [] 1.

2.

3.

<

>

[ ] [] ARRAY

MERGED GRASSHOPPER DATA LIST

x,y,z; x,y,z; x,y,z; r,g,b; r,g,b; r,g,b; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z; x,y,z;

ARRAY

x,y,z; x,y,z; x,y,z; r,g,b; r,g,b; r,g,b; x,y,z; x,y,z;

2.

x,y,z; x,y,z;

n.

x,y,z;

1.

SEPARATING LIST INTO SEPARATE ITEMS WHERE THE SEMICOLON IS

GHOWL COMPONENT

N.

1.

2.

3.

N.

1.

2.

3.

N.

Grasshopper to Unity UDP Data Transferrence Method z position (x, y, z)

scale (x, y, z)

RGB colour (r, g ,b)

Parameters of changes of boxes that are affected by changes inside Grasshopper

y

orientation (x, y, z)

UNITY

WEBSOCKET SERVER 101010100101101 001010101010101 010101010100101 101010100001011

101010100101101 001010101010101 010101010100101 101010100001011

bytes

MESH INSIDE GRASSHOPPER

x

y y g y

z z b z

There were two different methods of transferring geometrical content from Grasshopper into Unity are created. UDP method and Mesh Streaming. The UDP method is used as it does not require great amount of computational processing. However, this method is limited in terms of form, only basic geometries such are cubes can be sent to be visualised in Unity, unlike the Mesh Streaming method. The two methods use different types of network connections, User Datagram Protocol and Websocket respectively, where the former is simpler in comparison to the latter.

GRASSHOPPER

mesh

x x r

http://127.0.0.1:8080 activation through the computerâ&#x20AC;&#x2122;s console

bytes

MESH SENT TO VIRTUAL REALITY

mesh

Grasshopper to Unity.

UDP Method

} }

Mesh Streaming

INFORMATION USED TO RECREATE BOX INFORMATION IN UNITY

GRASSHOPPER

{ {

Virtual Reality

UDP Method & Mesh Streaming

DESIGN TWO

DESIGN THREE

Self Organising Map (SOM)

Glitch Box

Box Scaling + Colour Change

2,2,2,2 with grid lines SOM network utilised

(design scaled down to 104 boxes for VR)

both scale and colour changing

User Moving

DESIGN ONE

User Sitting Still

dark blue

pink

EEG Headset Unattached

Virtual Reality

+

pink

Demonstration of different design scenarios incorporated to the full incorporated system, with different human interaction to generate a range of design results in combination with the baking functionalities

From the development of both UDP and Mesh Streaming connections.

A system of interacting with architectural forms inside Virtual Reality is is established. Certain adaptations from the previous design iterations were made such as the reduction in the number of boxes in Glitch Box Design Scenario Two to create a smooth design experience. Further additions to the system, the “baking geometries", and the design “toggling” all executed through WebSocket connection.

}

GRASSHOPPER

WebSocket

UNITY

http://127.0.0.1:8070 Diagram displaying the backflow of data from Unity to Grasshopper, indicated through the backflow via a WebSocket port connection.

Trigger (ghBakeGeometries) baking the geometry from Grasshopper to Rhino

Grip (ghCycleDesign) toggling between interaction

VR Controller with indicators of assigned functionalities for a series of buttons

virtual reality enhancements.

Virtual Reality Enhancements

This diagram demonstrate the the full connection between the software in order to acquire EEG data, its processing, and finally, its navigation within the virtual

Bake Geometries

reality environment. The system is fragile and operate from the range between 30 to 300 seconds before crashing, which require its reinitialisation.

sending message to toggle between which channel EEg data should send

VR Controller Websocket Design Toggle

Websocket client

WebSocket (WS)

8070

string eegDataSent = ""; foreach (var item in eegData) { eegDataSent += (item + ";"); } //Console.WriteLine(eegDataSent);// to display what is within

eegData. }

user datagram Protocol (UDP)

sendEEGData.udpeegsender(eegDataSent);

public void udpeegsender(string eegDataInput) { UdpClient udpclient = new UdpClient(); try {

byte[] eegdata = Encoding.UTF8.GetBytes(eegDataInput); udpclient.Send(eegdata, eegdata.Length, new IPEndPoint(IPAddress.Parse(serverIP), 100)); }

1

Self Organising Map (SOM)

1

2

Glitch Box

2

3

Scale Box

3

4

Kaleidoscope

4

Virtual reality (VR) Controller

UdP Sender user datagram Protocol (UDP)

1 2 3

WebSocket (WS) Mesh-Streaming

8080

4

Websocket client

CortexUI

Grasshopper

Diagram demonstrating the various technical stages in processing EEG data for this design purposes throughout the scripted BCI system.

}

}

}

catch (Exception error) { Console.WriteLine(error.ToString()); }

Design Geometries

Design Data Extraction

127.0.0.1

public static void OnEEGDataReceived(object sender, ArrayList eegData) { Program sendEEGData = new Program(); //Console.WriteLine(eegData.Count); // to display how many items are within each iteration of the arraylist.

Udp Receiver

127.0.0.1

EEG Receiving & Streaming

EEG Design Data Filter

}

Virtual Reality

Rhino

Unity

fully incorporated system.

Final Connected System

Virtual Reality Experience Here, within these image sequences is the demonstration of the capabilities of the system in its ability to hold more than one design scenarios to which the user can utilise EEG to interact with architectural forms.

Virtual Reality

scan QR code to see animation

Grasshopper Demonstration

VR Experience

Successive screenshots of user using the BCI within a VR environment

VR Experience

Grasshopper Demonstration

VR Experience

fully incorporated system.

continued...

Design Tool Outcome

Design Scenario One Self Organising Map (SOM)

Virtual Reality

Scale + Colour Box

Design Scenario Two Glitch Box

Image displaying the design outcome in Rhino after successive use of the VR controller triggers to bake geometries from Grasshopper to Rhino.

to be continued...

fully incorporated system.

This image display an example of what the created system could do in terms of designing architecture through the manipulation of architectural forms using brain activities.

E H C S I G ! !

O S L U O I B TILISM I G I D

Look up in the sky!

It’s a Bird!

It’s a Plane!

ARCI412 ARCHITECTURAL DESIGN INTEGRATION

No! It’s a Flying Train Station!!!!

a flying train station... why?

... the project also deals with issues related to the idea of movement...

... As a tourist, one is constantly on the move. Where movement also derives from starting from a location and ending up in another. When a station to which is supposedly stable and demarcates a point of arrival on a journey, the relation is twisted when the station is on the move and offer a platform to which provides movement itself. What is then a train station?

CELLULAR CONSTRUCTION SYSTEM

Phase 1: Preliminary Design

CELLULAR FOR MULTIPLICITY AND ABILITY TO MULTIPLY AND DISCONNECTION FROM DAMAGE CAUSED BY THE OTHER PARTS

TRAIN INTEGRATION

PARASITIC INTEGRATION

the project begins with brief conceptualisation of various users groups within the design environment.

LED EXTERIOR PANELS

GROWING

INFORMATION DISPLAY. FACADE AS INTERFACE AND COMMUNICATIVE INTERACTION WITH ARCHITECTURE

LUNG SACS TRAIN STATION EXTENSION WI-FI BURROWING (DECENTRALISED NERVOUS SYSTEM)

CANALS & TUNNELS

AIR PRESSURE AS TRANSPORTATION

NIC A G R O

N

IN

TIO A R G E T

Phase 2: Concept Design

choice for modelling materials + using materials to develop the concept.

Pre-photogrammetry

Interchangably dependent air system: as one space is inflated the other is deflated, given the controlled amount of air pressure in each of the spaces.

The project is heavily focused on the use of unconventional materials.

A selection of materials is sought to be used as part of the design project: PETE Plastic PTFE Plastic ETFE Plastic Foam Helium Air Liquid The research would of course look towards newer more daring and potential materials such as spider silk, carbon fibres for future design potentialities.

the project follows a series of deational modelling - model-making to generate design concepts. the model begins with pre-photogrammetry phase using clear plastics. The following qualities are created and found through the process of model-making using the provided materials.

1. Material Crispiness 2. Strength gained through folds 3. Semi-inflatable & extremely flexible materials 4. Overlapping connection Flows & Movements Balloons as energy storage exhaler and inhibitor Green indicates openings where air can exchange and flow Pink Elastic Membrane for elasticity and movement Design with concept of in-air and out-air natural as well as mechanical ventilation An architecture without the concept of up or down/top or bottom? Without any disruption to the functionality of the design?

Phase 2: Concept Design

further modelling explorations

further material explorations

varying thicknesses within material. Uneven distribution of air pressure. extraneous space allows for redistribution of air within membrane

colour taped model fire burnt

water filled tested Green: Ventilation paths Yellow: Surfaces pink: elastic connections

1066 Photos ...

Generically generated model (periphery model was used as a rough guide). Although, not pasted up on top

Previous model to be wrapped in coloured tape to allow content to be photogrammetris-able

These concepts can be abstracted and reassembled and collaged within a different softwares through BIM concepts Digital SLR Camera = more complicated

Phase 2: Concept Design WORKFLOW DIAGRAM PNEUMATIC STRUCTURES INFLATABLE MODEL ANALOGUE SKETCHING ANALOGUE MODELLING

FAMILY MASSING EXPORT (EARLY STAGE) REVIT (TECHNICAL RESOLUTION & CONVENTIONAL CONSTRUCTION DRAWINGS)

CAD Drawing

FOAM?

FLACCID — TURGID

VIRTUAL REALITY (VR)

GOOGLE TILTBRUSH

SOFT — HARD ELASTIC — INELASTIC INFLATABLE — DEFLATABLE

UNITYVR

AFTER EFFECTS (MOTION GRAPHICS) PRESENTATION PRODUCTION (INDESIGN)

FUZOR GRASSHOPPER/KANGAROO

MAYA (ANIMATION)

+ LUNCHBOX

(TOOL FOR PRELIMINARY SYSTEMATIC ANALYSIS) (KARAMBA) FOR STRUCTURAL ANALYSIS

...Eventually...?

Render? (Photo + Video Exports)

grasshopper Kangaroo/script .fbx exports

RHINO

RUBBER CARDBOARD MASKING TAPE LOW ADHESIVE MASKING TAPE BOOK REPARATION TAPE BALLOONS WATER BALLOONS ELONGATED BALLOONS

RED = MILESTONE 3 CYAN = POST-EDIT

s rt po ex

Exports .obj

BLACK = MILESTONE 2

MODELLING MATERIAL

x .fb

PHOTOGRAMMETRY (REMAKE) le a c S Model

BLACK = MILESTONE 1

UNITY (IMMERSIVE EXPERIENCE)

C# Coding

concept Model for Inflatable Pods as carriers

views of concept design redrawing from google tiltbrush & imported into rhino

Phase 2: Concept Design Photogrammetrc Explorations

+

model 1:

+

model 2:

+

model 3:

Train Station Node Design

+

model 4:

model 5:

ORIGINAL original GEOMETRIES geometries (UNCROPPED/ (uncropped/ UNCLEANED) uncleaned)

= from four angles

extracted parts in model

(100 meshes)

(200 meshes)

(1000 meshes)

98% decimation

photogrammetrising the initial model & followed through the combination of these scanned geometries inside Rhino.

Imported geometries inside rhino

Phase 3; Developed Design

further addition of designed contents are developed in google tiltbrush, and one can experience through a virtual reality experience.

Smaller teal pneumatic members, spiralling to mimic local maori patterns.

Furthermore, functioning as air supply to the mountable inflatable pods. wind would enter through and charge the building as it possesses air turbines to self-sustain and power the building.

Neon lights brushes, representation for placements of OLED screens where the surface can be used as architecture to communicate with the site.

Scan QR Code for a video experience of the design

a view from below

Phase 3; Developed Design

Interior space: small teal tentacles, acting as inflated interiors for people to interact with.

air sac modules, representation of pods where users would insert to its end to have it inflated. purple brushstrokes represent larger access point into the pods with teal tendrils to provide energy and inflating the pods.

the photogrammeterised model is combined with the tiltbrush model to formulate a more complete design.

tested dashed-lines Drawing technique to VR Space as a method of designing a concept, performing as both furnitures and interior decors as part of the building

tubes to capture the air movement as air power.

a view to which wind is captured and used as energy throughout the building

Attachment area with inspiration from tentacles, the next step in robotic developments in possessing flexibility over the mechanical qualities

The geometries were then transferred into unity for a virtual reality experience. the position of the train station is determined through a voting mechanism that places its position in a equidistant position above 3 locations within the Wellington city site location: 1. The CITy CBD 2. The airport 3. the railway station

Note: Each Grid Divisionsection is 1000x1000mmthrough for Visual Scale

part of the building.

The dashed line Hatch Key: Stainless Steel Aramid Fibre highlighted part indicates the area for futher investigations Construction System has taken into account +-

Construction System has taken into account +5mm Tolerance. Angles to the nearest degree

Stainless Steel

Aramid Fibre

PVC Fabric

Rubber

Injected Mold Polycarbonate

Aluminium

Hydrogel Fabric Membrane

Polyurethrane Plastic

A-102-1-1

Indicate the Sheet Number of that Particular View e.g. '1' is sheet number 1 of this particular part of the drawing

ARCI421 Project 3 Construction Drawing Train Station Design Director: Katherine

Stainless Steel Drawing Case with Mirror Satin Finish

Valve for Backflow Prevention (to be by service Airborne consulted Wind Turbine Area engineer)

Building within Project. e.g. 'A' indicate this building is located near the train station

Safety Pin to be designed and prevent harpoon anchor from 28 2 4 6 8 10 12 14 16 18 20 22 24 26 30 As the project proves itself to be rather launching off pre-emptively or in difficult to be technically solved in all of accidental release of aspects. The best case approach forward is to technically solve just one particular pressurised gas of Custom-made the building itself.

Stainless Steel Barrel with Satin Finish

Indicate the iteration this drawing has been done e.g. '1' is from iteration 1 of the prototype exploration process and its associated details

This construction project seeks to design a highly experimental 'train station' that utilises unconventional building materials, structural and constructions system/materials. These include pneumatic system, and air/plastic as construction main construction materials instead of conventional steel, timber or concrete (in a sense, these are heavy materials, and having less of these would reduce the amount of helium or power needed to continually keep the building afloat. It would also use cables for joineries in various parts throughout the building.

It shall floats through the usage of helium as means of gravity-resistance and floating through the urban terrain of Wellington City. The building shall use tension cables as means of bounding/itself or the ability to move away through the urban terrain.

Initial deployment of station is located next to the current Wellington Railway Station

20

65

35

15

33 31

100

160

210

600

27 25 23

Issue Date:

20/09/2017

Drawn By:

Duong Nguyen

100

attachment area to move and change, with the ability to grab objects change in air pressure in certain compartments of the tubules themselves.

Scale:

1 : 200

Attachment Plan View (Level 7)

7 5

17000

Sheet:

structural analytical diagrams & annotations

Refer to Sheet 102-1-1 for 1:50 Scaled Drawing

Attachment Plan View (Level 3)

A100-0

38000 Level 26

Level 24 34000 Level 22

3

Level 16 26000 Level 14 24000

71 °

139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

Level 10 20000

18000 Level 6 16000

14000 Level 2 12000 This view demonstrate the preliminary structural framing. this has changed thorughout the project and requires updating

Level 0 10000

Steel Barrel 100mm Extension

1 : 100

Victoria University of Wellington

22000

Level 4

A102-1-1

100

Plan Diagram 1 (Level 12)

Level 8

Section (NS) - Building

ARCI421 Construction Drawings

28000

1

13000

Project:

Injection Molded Clear Polycarbonate

2525

K M O Q S U W Y AA CC EE GG II KKMMOOQQ SS UUWW

Overview

Level 28

10

9

50

11

A103-1-1

100

139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

125

44000

Client:

25

13

5

25

30

15

25

Level 34

30000

21

New Zealand Government

46000

Plan Diagram 2 (Level 18)

29

Client:

455

32000

17

Victoria University of Wellington

Level 36

36000

15 70 15

37

730 ARCI421 Construction Drawings

48000

42000

19

Project:

Level 38

25

Focused Area: Attachment Section

I

50000

Level 20

39

A C E G

40

Level 32

20

A102-1-2

Focused Area of Investigation: Attachment Section

38

Plan Diagram 4 (Level 40)

° 60

Plan Diagram (Level 12) - 1:200

Rubber Filling

36

Hydrogel Fabric Membrane

40000

20

20

In addition, whilst the project overall seeks towards the creation of a full-fledged working building, the consequence of temporal restrictions means that this project shall produce a prototype and the drawings shall include annotations as well as previous construction building iterations, demonstrating the developmental process of the building design/construction. A key area, the 'attachment area' (referring to the area where structural tension cables are deployed) shall undergo intense investigations, acting as a prototype. The aim is to have a buildable attachment with working concept before moving on to dealing issues regarding humidity, insulation, etc...

1000

35

34

PVC Fabric

Plan Diagram 3 (Level 30)

1

Attachment Section: Use for access main space of building.

It is also used for stablising the building to specific locations within the urban environment.

32

155

(To be completed)

Area within the Building e.g. '102' indicate this is the 'Attachment' area of the building

Aluminium

15

100

Hatch Key:

Injected Mold Polycarbonate

5mm Tolerance. Angles to the nearest degree

80

Phase 3; Detailed Design + Integrated Technologies

(To be completed)

25

75

200

Note: Each Grid Division is 1000x1000mm for Visual Scale

wh

New Zealand Composite Suppliers Aramid Custom-Made Tension Cable.

To be tied to structural members

New Zealand Government

Issue Date:

20/09/2017

Drawn By:

Aero surface c fer

Duong Nguyen

35

Client:

139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

Project:

100

Project:

Issue Date:

Y

AA

15

10 0

30

139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

10

5

20

40

80

50

20 20 40

20 3

20

20

35

15 15

20

10

40

50

20 20 40

35

20

21 0

40

20

5

67 0

50

Tension Cable to be tied using the Prunsik Knot Around the three structural PA-GF Hydrogel Composite Sheet

20

3605

Level 1 11000

20

115

20

Satin Finish Stainless Steel Drawing Case

Level 1 80 45 11000 20 55 20

20

30 20

20

20

5

5 20

20

40

20

20

15 15

45

30

Performance TBC and electrical e

1:5

1:5

Refer to Sheet A102-1-2 for Main Drawing

20

Client:

New Zealand Government

Issue Date:

20/09/2017

Drawn By:

Duong Nguyen

Scale:

1:5

Attachment - Walkway Long Section Details

Sheet:

A102-1-6

U V W X Y Z AA BB CC A102-1-6 Detail of pneumatic staircase encompasses the attachment area. design , Air Exhaust Ducts enable the user to Duong theNguyen main area through Attachment - Harpoon Cross Section Detail Victoria Universityas of Wellington Attachment Plan View to ascend/descend New Zealand Government 20/09/2017 Client:

Attachment P 11

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15 75

20

10 0

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23

3

New Zealand Government

Level 43

139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

1 : 50 View Attachment Plan (Level 3)

Duong Nguyen

21 0

20

Issue Date:

Client:

20/09/2017

Duong Nguyen

Drawn By:

Issue Date:

(Level 7)

Scale:

1:5

Attachment - Walkway Long Section Details

Drawn By:

Scale:

1 : 50

Sheet:

1:5

surface is intended to be smooth as so people can slide 0 down attachment surface for faster building exit.

Drawn By:

15

15

20

50 20

105

detail of 14000 60 20/09/2017

50

20

20

20

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TBC

20

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5

12000

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15

45 PVC-Coated Aramide-Fibre Ductwork as Structural Beam.

Helium Filled. TBC by Structural 80 Engineer.

Variable Depth should structural pneumatic beam be varied throughout

25

Fabric Ductwork as Detail - Attachment - Long 2 Walkway 22 Detail - Attachment - Long Structural Beam 2 Walkway 21 (Deflatable/Inflatable)

Galvanised Stainless Steel Plates to Holster Pneumatic Air Suppliers.

Attached to each Polycarbonate Panel and not on in between the 10mm gap

140

20

100

50

15 15

Ductwork as Structural Beam.

Helium Filled. TBC by Structural Engineer.

13000 Galvanised Stainless Steel Plates to Holster Pneumatic Air Suppliers.

Attached to each Polycarbonate Panel and not on in between the 10mm gap

PVC-Coated Aramide-Fibre Ductwork as Structural Beam

70

15 0 PVC-Coated Aramide-Fibre

265

5

20

Attachment Plan View (Level 3)

35

25

connection protrusion

30

Level 2

20

13000

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Satin 30 Finish Stainless Steel Drawing Case

40

20

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15

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120

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30 New Zealand Composite Aramid Fibre Tension Cables

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100

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100

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New Zealand Composite Aramid Fibre Tension Cables

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100

20

100 75 15 50

100

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100

20

100

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70 10 1 5

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Victoria University of Wellington

139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

ARCI421 Construction Drawings

215

5 Attachment Plan View 10 (Level 3)

10

55

Level 5

Victoria University of Wellington

15

Steel Nuts, Bolts and Washes as dimensioned

through Polycarbonate Layer and Locked through a Belay System

BB

15000

25

Air Supply Ducts 25

4625 Temion Cables Relay Back

115

30

265

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100

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10

20

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95

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55

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20

100

100

67 0

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ARCI421 Construction Drawings

ARCI421 Construction Drawings

Project:

25

25

X

Attachment Plan View 3) 2 (Level 1 : 50

High Pressure Pneumatic Tubes

5

Scale:

13000

Attachment - Long Section & Plans

15

49° Project:

W

80 50

30

28

FESTO Polycarbonate Platform to Plastic be Tubing. Air Suppliers.

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1

V

20

70

160

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Section - Attachment - Long

U

100

45

0 10

New Zealand Composites: Custom Made Aramid Fibre Cables at 75mm diameter

Ferromagnetic Platforms

50

Goretex Fibre Sheets is a Solution in regards to humidity. Yet plastic are prone to moulding

Detail Attachment Anchoring Building - Refer to sheet A102-1-4

Tube Fittings to be installed

40

5 45 0

20

75

1 A102-1-2

20

For all Cross Section View - refer to sheet A102-1-2

15

2 A102-1-2

25

80

4

23 - Long Detail - Attachment 1 Staircase PVC-Coated 1:5 Aramide-Fibre 3 Detail Attachment Cross Detail - Attachment - Long - 22 Ductwork as A102-0-0 Structural Beam (Cable Gun) 1 1 Staircase 1:5 1:5

10000

A102-1-6

Tube Fittings to be installed

Structural Nodes

V

25

15

50

20

A102-1-2

24

0 10

10

Level 0

W

0 22 205

20

15

15

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11000

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40

35

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4

10 15

50

20

A102-1-2

X

A102-1-2 40

91 0

25

25

3

20

3

Y

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Level 1

27 2 26

25

15

25

25

A102-1-2

75

5

40

30

Polycarbonate Platform to be Connected to each other by weaving of tension Cables Custom-Made Polyethylene

2525

30

0

15 70 15

Clear Inject Molded Polycarbonate @ 100mm Thickness

35 5 1 15

15

15

25

30

Z

19°

5

25

5 New Zealand Composite Custom 75 25 35 Made Aramid Fibre Tension 15 Cables 91 0

45

PVC-Coated Glass Fibre Fabric Membranes @ 10mm Thickness.

Custom-Seamed cut using digital fabrication process for accuracy

15

20

150mm Diameter Custom-Made Polyethylene Tube for Structural Beam Air Supply

25°

12000

15

20

4 A102-1-2

45

4

Level 2

27°

3

30

A102-1-4

Detail Attachment Staircase - Refer to sheet A102-1-6

15

215

Attachment Plan View (Level 3) 2 13000

15

2525

10

New Zealand Composite: Aramid 30 5mm Thick PA-GF Hydrogel Custom-Made Tension Cable @ Composite.

TBC by Structural Engineer 29 25mm diameter

20

A102-1-4

35

31

14000

Gap 100for tolerance as well as allowance 450 for movement 10 against lateral loads (can possibly be greater to enhance experience) 10

100

20

Level 4

40

14000

A102-0-0 1

19°

30

14000

32

100

70

Indicate the Sheet Number of that Particular View e.g. '1' is sheet number 1 of this particular part of the drawing

A-102-1-1

Gap for tolerance as well as allowance for movement against lateral loads (can possibly be greater to enhance experience)

Inject Molded Clear Polycarbonate Panels @ 100mm thickness

250

Inject Molded Clear Polycarbonate Panels Level 4 @ 100mm thickness

PVC-Coated Glass Fibre Fabric Membranes @ 10mm Thickness.

Custom-Seamed cut using digital fabrication process for accuracy

385

28 A102-1-2

4200

150

20

Detail Attachment Walkway - Refer to sheet A102-1-6

25°

Level 4

15

20

3

A102-1-2

15

Triple Seam using Spider Silk Threads

33

Satin Finished CustomMade Stainless Steel Barrel

215

1

15000

Stainless Steel Satin Mirror Finish Harpoon Anchor Barrel

20

Level 5

A102-1-2

20

° 48

A102-1-6

Custom-Made FESTO Polyurethrane Plastic Tubing for transferring compressed air. TBC by manufacturer

A102-1-2

20

40

20

° 52

3

Pneumatic Steps at variable height according 385 to placement along the area

0 10

29

Custom-Made FESTO Polyurethrane Plastic Tubing for transferring compressed air. TBC by manufacturer

16000

2

40

20

20

° 59

For all Cross Section View - refer to sheet A102-1-2

Level 6

Detail Attachment Cable Anchor - Refer to sheet A102-1-4

35

Pneumatic Steps at variable height according to placement along the area

15

20 20 30

30

Attachment Plan View (Level 7)

40 50 150

2

20

18000

32 31

A102-1-2

25

Level 8

80

20

Multiple distribution networks for back up

2

17000 150mm Diameter Polyurethrane Air Supply Tubing

20

A102-1-2

PVC Fabric Ductwork as Structural Beam (serialed into pods for specific pod inflation/deflation. In this way, the 'attachment area' can be manipulated to move accordingly

1

200mm Diameter Pneumatic Staircase Air Supplier

Level 9

Multiple distribution 5 networks for 55 back up4

Refer to Sheet A102-1-5 for Detailed Harpoon Plan View

PVC-Coated Aramide-Fibre Ductwork as Structural Beam. Helium Filled. TBC 1 and Service

by Structural A102-1-5 Engineer.

To be Detailed

Support

10

115

50

Level 10

0 21

20

86°

Pneumatic Staircase (upper and lowest points to be resolved for functionality and code compliance)

A102-1-2

19000

Hydrogel Membrane. Similar throughout all pods

equilateral triangular plate cuts

A102-1-2

40

Plastic Film membrane throughout to allow for lighting and sheltering around the attachment

1

20

Separation within Polycarbonate Membrane allowing for movements

1

5

30

Aerogel can be an alternative, high performance use of construction materials as to normal batt/fibre/foam thermal insulators

21000

10 5 51Cable Tension 1 5 1

80

33 50 5

Level 11

20000

Injection Moulded Clear Polycarbonate Membrane at consistent 100mm thickness

Clear Injected Mold Polycarbonate Panels @ 100mm thickness

75

Section Attachment Tetrahedral Chrome Finished Stainless Steel produced Cross Harpoon Anchor 1 through welding of rounded off 1 : 50 22000

Indicate the iteration this drawing has been done e.g. '1' is from iteration 1 of the prototype exploration process and its associated details

Refer to Sheet W A102-1-1 for Main Drawing 28 Refer to Sheet A102-1-1 for Main Drawing

28

34

15

0 10

34

A102-0-0

A102-0-0

0 Clear Injected Mold 15Polycarbonate Panels @ 40 100mm thickness 70

35

-

75 15 50

3

3

0 10

Plan Diagram 1 (Level 12)

Protection from discolouring shall be required. Additional tensile membranes should be added. Although, these should be controllable, as membranes are purposefully there to allow lighting through

37

50

35

185

34

38 5

33

10

32

20 0

31

150

30

25

29

100

28

27

75

26

-

25

25

Building within Project. e.g. 'A' indicate this building is located near the train station

Structural Node 36

35

e.g. '1' is partic

A-102-1-1

Polyurethrane Plastic

Polyurethrane Plastic

X

Indicat

A-102-1-1

Indicate the iteration this drawing has been done e.g. '1' isIndicate the Sheet Number of Area within the Building Building within from Project. iteration 1 of the prototype exploration process and that Particular View e.g. '102' indicate this is the e.g. 'A' indicate this building is its associated details e.g. '1' is sheet number 1 of this 'Attachment' area of the building located near the train station particular part of the drawing

5mm Thick PA-GF Hydrogel Composite.

TBC by Structural Engineer

20 0

24

Rubber

Hydrogel Fabric Membrane

Aluminium

A102-1-2

150

23

Hydrogel Fabric Membrane Rubber

Ferromagnetic Platforms

3624

25

22

Aluminium PVC Fabric

Injected Mold Polycarbonate

Y

67 0

21

Injected Mold Aramid Fibre Polycarbonate

0

A102-1-2

PVC Fabric

24

Ferromagnetic Platforms

A102-0-0

Aramid Fibre

20

(To be completed)

Drawing Case with Mirror Satin Finish

3 3

Stainless Steel

Stainless Steel

Building within Project. e.g. 'A' indicate this building is located near the train station

Area within the Building e.g. '102' indicate this is the 'Attachment' area of the building

67 0

Hatch Key:

Construction System has taken into account +5mm Tolerance. Angles to the nearest degree

4

Hatch Key: (To be completed)

Construction System has taken into account +Note: Each Grid Division is 1000x1000mm Scale 5mm Tolerance.

Angles tofor theVisual nearest degree

A-102-1-1 Injected Mold Polycarbonate

located near the train station

Note: Each Grid Division is 1000x1000mm for Visual Scale

Aramid Fibre

Indicate the Sheet Number of that Particular View e.g. '1' is sheet number 1 of this particular part of the drawing

20

Aluminium

Indicate the iteration this dr from iteration 1 of the proto its associa

Area within the Building e.g. '102' indicate this is the 'Attachment' area of the building

Fabric HydrogelPVCMembrane toRubber Lap Hydrogel Fabric AluminiumOver Pressurised Air Supplier Polyurethrane Plastic Membrane

Stainless Steel

(To beBuilding within Project. completed) e.g. 'A' indicate this building is

20

Phase13000 3; Detailed Design + Integrated Technologies Stainless Steel Injected Mold Polycarbonate

Hatch Key:

75

Level 0 Deployable HydrogelSystem Fabrichas taken into account +Construction Polyurethrane Plastic 5mmMembrane Tolerance. Angles to the nearest degree Tension Cables 10000

10

PVC Rubber Note: EachFabric Grid Division is 1000x1000mm for Visual Scale

150

Aramid Fibre

10 0

Stainless Steel

(To be completed)

6510

Hatch Key:

20 15

Attachment Plan View Deployable Construction System has taken into account +(Level 5mm Tolerance. Angles to the nearest degree 3) Tension Cables Note: Each Grid Division is 1000x1000mm for Visual Scale

Indicate the iteration this drawing has been done e.g. '1' is from iteration 1 of the prototype exploration process and its associated details

Area within the Building e.g. '102' indicate this is the 'Attachment' area of the building

20

11000

20

hen they are deployed

Sheet:

A102-1-1

60°

Sheet:

A

Tetrahedr Finished St

Y

X

W

Note: Each Grid Division is 1000x1000mm for Visual Scale

Phase 3; Detailed Design + Integrated Technologies

Hatch Key:

Stainless Steel

(To be completed)

Construction System has taken into account +5mm Tolerance.

Angles to the nearest degree Thick PA-GF Hydrogel Composite.

Injected Mold Polycarbonate

5mm Note: Each Grid Note: Division Each Grid is 1000x1000mm Division is 1000x1000mm for Visual Scale for Visual Scale TBC bySteel Structural Engineer Hatch Key: Hatch Key: Stainless Stainless Steel Aramid FibreAramid Fibre Note: Each Grid Division is 1000x1000mm for Visual Scale Hatch Key: Stainless Steel Aramid Fibre PVC Fabric (To be (To be

14000

75

14000

Pneumatic Tubes

311000 A102-0-0

Level 0 10000

13000

75

Level 2

Level 2

12000

12000

30

120

Level 1

Level 1

11000

11000

Level 0

Level 0

10000

10000

200

200

200

550

30

Level 4

Bulge 550 to cover up connection protrusion 3

3

A102-0-0

A102-0-0

13000

10 0 15 10 0

15

Level 2 12000 A102-0-0 Level 1

15 0

Level 0 10000

265 125 Section Section - Attachment Section - Attachment -- Attachment Victoria University of Wellington Cross -3Common Cross Common Walkway Construction Drawings -Walkway 3 ARCI421 - Common 1 : 50Walkway 1 : 50 3 Cross 1 : 50

15000

High Pressure Pneumatic Level 4 Tubes

Project:

139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

13000

Level 2

Level 2

12000

45 12000

Level 1

Level 1

Level 0 10000

15

14000

13000

11000

Client:

1 : 50

Galvanised Custom-Made Stainless Steel Nuts, Bolts and Washes as dimensioned

Issue Date:

Drawn By:

20

20 40

80

15

115

20 20 40

20

15

20

Lev

12

10 0 15 15

40 to Sheet A102-1-2 Refer 20 for 4Main Drawing 0

10000

Duong Nguyen

20

20

20

Level 0

50

5

Scale:

0 20

105 Scale:

1:5

21 0

Satin Finish Stainless Steel Drawing Case

A102-1-2 A102-1-2 A102-1-2

Scale: Attachment - Cross Attachment Sections - Cross Sections 1 : 50Attachment 1- Cross : 50 Sections Sheet:

Sheet:

Sheet:

20

35

80 45 55

25

11000

5

50

20

30

Satin Finish Stainless Steel Drawing Case

Level 4

14000

40

20

35

Section100 Section - Attachment 265 Section - Attachment -- Attachment

-4Staircase Cross - Staircase 4 Cross Cross - Staircase New Government 1 : 50 1 : 50 20/09/2017 4 Zealand

10

20

Level 5

20

20

105

70

3

5

21 0

15 16000

25015000

40

50

Level 6

16000

30

5

40

50

20 20 40

Attachment - Harpoon Cross Section Detail

35 Sheet:

40

100

80

15 0

17000

15

11000

30

140

18000

15 15

20

20

Section -- Attachment Section - Attachment Section - Attachment Cross -2Near Cross Entrance - Near Entrance 2 Entrance 02 Cross - Near 1 : 50 1 : 50 1 1 : 50 2

70

Attachment Plan View Attachment Plan View (Level 3) (Level 3)

550

50

75

Level 6

High Pressure Pneumatic Tubes

Attachment Plan View (Level 3)

Level 8

10 0

25

45

Tension Cable to be tied using the Prunsik Knot Around the three structural PA-GF Hydrogel Composite Sheet

40

17000 100

Level 5

15000

High Pressure Pneumatic Tubes

20

15

265

250

14000

13000

18000

Level 5

250

75 High Pressure

40

Attachment Plan View Attachment Plan View (Level 7) (Level 7)

Galvanised Custom-Made Stainless Level 6 Steel Nuts, Bolts and Washes as 16000 dimensioned

5 10

15

30

High Pressure Pneumatic Tubes

17000

Level 8

30

35

15 15

20

High Pressure 20 Pressure Pneumatic Tubes Level 4 4 55 HighLevel 20 Pneumatic Tubes

120

Bulge to cover up connection protrusion

20 20 40

20

20

15000 115

125

50

55 13

20

265

Pneumatic Staircase Air Suppliers

Temion Cables Relay Back through Polycarbonate Layer and Locked through a Belay System

Level 5 45

19000

Attachment Plan View (Level 7)

40

20

80

35 15

19000

19000

Level30 8

20

1

45

20

15

Level 9 30

Level 9

18000

100

20000

10

5

20000

20

215

Level 10

A102-0-0

20

20

0

30

Level 10

Attachment Plan V 115 (Leve

80 115

45

20 0

10000

Pneumatic Staircase

21000

40

20

215

A102-0-0

120

50

75 10000

3 A102-0-0

30

Attachment Plan View Attachment Plan View (Level 3) (Level 3)

Level 1 3

Level 0

High Pressure Pneumatic Tubes

12000

11000

Level 0

Level 5 0 8 15000

13000 Detail - Attachment - Cross (Cable Gun) 1 1:5 Level 2

30

160

Pneumatic Staircase

0 15

Pneumatic Staircase Air Suppliers

Air Suppliers

High Pressure Pneumatic Tubes

120

Pneumatic Staircase

15 15

Level 11

21000

15

21 0

20

30

Level 6

20000

5300

10 0

30

Level 1

0 21

Temion Cables Relay Back 5 through Polycarbonate Layer and 10 Locked a Belay System Victoriathrough University Victoria ofUniversity Wellington of Wellington ARCI421 Drawings Construction Project: Victoria Client: New Zealand Client: New Issue Date: 20/09/2017 Issue Date: 20/09/2017 Drawn By: Duong Drawn By: Duong Nguyen 45Project: ARCI421 Government Zealand Government UniversityDrawings of Wellington Nguyen 115 Construction ARCI421 Construction Drawings Issue Date: 20/09/2017 Drawn By: Duong Nguyen 139 Vivian Street, Te Aro,139 Wellington, VivianClient: Street, 6011,Te New Aro, Zealand Wellington, 6011, New Zealand Scale: New Zealand Government 1 : 50 139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

80

Project:

55

50 100

Pneumatic Tubes

17000

5

50

25

15

10

A102-0-0

LevelHigh 1 Pressure

70 80

16000 Pneumatic Staircase 16000

65

A102-0-0

12000

Level 6

20

40

45

15

7

FESTO Custom-Made Polyethylene Plastic Tubing. Air Suppliers. TBC

by Manufacturer

22000

Level 11

Level 9

0 20

3

High Pressure Pneumatic Tubes

20 20 17000 40

0 10

10000

3

160

High Pressure Pneumatic Tubes

Level 2

12000

11000

Attachment Plan View (Level 3)

25

5300

5300

15

30

3

Level 0

14000

13000

Level 2

Level 4

Level 8 25 18000

30

20

5

50

High Pressure Pneumatic Tubes

0 15

High Pressure

Level 1 Pneumatic Tubes 11000

High Pressure Pneumatic Tubes

15

20

5

High Pressure Pneumatic Tubes

Level 2 12000

High Pressure Pneumatic Tubes

15000

Air Exhaust Ducts

15

40

30

80

70

Level 5

20

40

20

45

13000

35

15 16000 70 15

14000

13000

0

20

40

Fabric Ductwork as Structural Beam (Deflatable/Inflatable)

0 10

22000

Level 10

15 70 15

180

180 Clear Inject Molded Polycarbonate @ 100mm Thickness

23000

Custom-Made FESTO Polyurethrane

22000

95 21000

35 5180 1 15

4 Attachment Plan View Attachment Plan View 50 (Level 7) (Level 7)

Level 6

Attachment Plan View Attachment Plan View (Level 3) (Level 3)

40

20

Structural Beam Cells from Fabric Ductwork

Air Exhaust (used to quickly Air Exhaust (used to quickly deflate the beam, rendering deflate the beam, rendering access parts flexed) access parts flexed)

High Pressure Pneumatic Tubes

20

35

40

20 0 2

Air Exhaust (used to quickly deflate the beam, rendering access parts flexed)

10

m

50

40

20

15

15

Attachment Plan View (Level 3)

14000

3605

Air Exhaust Ducts

15 19000

20

25

Structural Beam Cells from Fabric Ductwork

Level 4Air Exhaust DuctsLevel 4

Level 4 14000

15

High Pressure Pneumatic Tubes

19000

5

95 18000

30

0 10

Structural Beam Cells from Fabric Ductwork

inflation and providing overall support)

15000 High Pressure Pneumatic Tubes

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Air Supply Ducts

15000

1 Level 9

Level 8

20

15

30

High Pressure Pneumatic Air Supply In (for Tubes

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Level 9

20

Air Supply In (for inflation and providing overall support)

W V Polycarbonate Fabric Ductwork as Structural Beam Level 5 (Deflatable/Inflatable) @ 100mm Thickness Level 5 15000

20000

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Air Supply In (for inflation and providing overall support)

Y ZX Y W XV W Clear V Inject Molded

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15

15

40

15

Air Supply Ducts

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X

18000 Attachment Plan View

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20000

Level 8

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Y

A102-0-0

50

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A102-0-0

Level 10

A102-0-0

Level 11

10

75

20 A102-0-0

Level 10

19000

15 3

3

High Pressure Pneumatic Tubes

Level 9

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3

21000

20000

20

20

Section -- Attachment Section - Attachment Section - Attachment -1Harpoon Cross -Anchor Harpoon Anchor 1 Cross - Harpoon Anchor 5mm Thick PA-GF Hydrogel 5mm Thick PA-GF Hydrogel 1 : 50 1 : 50 1 Cross 5mm Thick PA-GF Hydrogel 1 : 50 Composite. TBC by Structural Composite.

Engineer TBC by Structural Engineer

21000

21000

50

Structural Node

Level 11

A102-0-0

Level 13

23000

transferring1 Plan DiagramPlastic 1 Tubing PlanforDiagram compressed (Level 12) air. TBC by manufacturer (Level 12)

75

Structural Node

Structural Node

Level 11

20

A102-0-0

20

30

A102-0-0

A102-0-0

20

20 20

Level 10

20

3

20 40 11 Level 50

High 40 Pressure Pneumatic Tubes 35

High Pressure Pneumatic Tubes

15

3

Level 13

75

Over Pressurised Air Supplier

15

3

450

50

80

20

3

3

40

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11000

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Level 1

15 1AA Y

20

Deployable Tension Cables

11000

Level 1

A102-0-0

20

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Level 1

2165

40

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12000

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A102-0-0

CC AA

PVC-Coated Aramide-Fibre Ductwork as Structural Beam. Helium Filled. TBC

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70

3

A102-0-0

20

Arrangement of HarpoonArrangement Stabliser of Harpoon Stabliser Arrangement of Harpoon StabliserLaunchers to allow humanLaunchers entry to allow human entry 2165 Launchers to allow human entry when they are deployed when they are deployed when they are deployed

3

12000

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450

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2525

50

Aramide-Fibre XV W V Ductwork as Structural Deployable Deployable Tension Cables Tension Cables Beam. Helium Filled.

TBC Attachment Plan View Attachment Plan View Attachment Plan View (Level 3) (Level 3) (Level 3)

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75

Y PVC-Coated ZX Y W V

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TBC by Structural Engineer

30

A102-0-0

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A102-0-0

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A102-0-0

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A-102-1-1

its associated details

X

65

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7190

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Building within Project. e.g. 'A' indicate this building is located near the train station

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30

50

15 5 1 15

from iteration 1 of the prototype exploration process itsand associated details

Y

75

80

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Injected MoldInjected Mold Aluminium Polycarbonate Polycarbonate

Triple Seam using Spider Silk Threads

10

Hydrogel Fabric Aluminium Polyurethrane the iteration this Indicate drawing the has iteration been done thise.g. drawing '1' is has been done e.g. '1'Plastic is Area within the Building Area withinIndicate the Building Membrane Indicate the iteration this drawingfrom has been done e.g. '1' is from iteration iteration exploration 1 of the process prototype and exploration process and Area within the Building e.g. '102' indicate this is the e.g. '102' indicate this is the1 of the prototype

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15

70

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Injected Mold Polycarbonate

Rubber

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40

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PVC Fabric

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ConstructionConstruction System has taken System into has account taken into +- account (To be +Construction System has taken into account +completed) 5mm Tolerance.

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20A1

40000

Note: Each Grid Division is 1000x1000mm for Visual Scale

Phase 3; Detailed Design + Integrated Technologies

Hydrogel Fabric Membrane

36000 45 5

5

5

20 50

30 100

Issue Date:

20/09/2017

Drawn By:

10 0

30

10

20

20

80

50

20 20 40

5

50

5

100

40

20

40

21 0

20

20

35

50

20 20 40

20

35

28000

40

20

20

20

20

55

20

30

45

20

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20

Satin Finish Stainless Steel Drawing Case

5mm Thick PA-GF Hydrogel Composite. TBC by Structural Engineer

Level 16

Large Bolt + Nuts + Wash Connection to connect to Inject Molded Polycarbonate Sheets

Hydrogel Composite are joined by lapping over each other with triple seams

Level 2

26000 12000

Horizontal Clasper

Refer to Sheet A102-1-2 for Main Drawing

Pin Joint to allow Flexibility in Movement

Duong Nguyen

Level 14

24000

35 15 15 40 20 40 50 2020 40 35

15

5mm Thick PA-GF Hydrogel Composite.

TBC by Structural Engineer

20

20

30

40

20

10

45

30

Victoria 80 5 50University 5 210 of Wellington85 20

30

20

30 20

100

Client:

139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

60

150 115

20

New Zealand Government 20

10 15 25

10 25

Issue Date:

20/09/2017

Drawn By:

Duong Nguyen

Scale:

1:5

Plan Diagram 1 (Level 12) Attachment - Harpoon Cross Section Detail A102-1Sheet:

22000

20

55

Exploded Axonometric 1 Structural Node Assembly

Scale:

1:5

Attachment - Structural Nodes System

30000

20 105

5 10

Long Section

20

Plan Diagram 2 (Level 18)

20

80

55 13000

30

15 15

70

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20

Level 20

20

40

40

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140

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5mm Thick PA-GF Hydrogel Composite. TBC

by Structural Engineer

55

50

75 Temion Cables Relay Back through Polycarbonate Layer and Locked through a Belay System

45

Vertical Clasper

20

265

20

15 connection protrusion

30

65 125

40

32000

Attachment Plan View 115 (Level 3)

Tension Cable to be tied using the Prunsik Knot Around the three structural PA-GF Hydrogel Composite Sheet

15

10

120

21 0

20

75 50

15

Hydrogel Composite. TBC by Structural Engineer

15

20 15 75

50 100

New Zealand Government

30

15

15

30

30

50

265

Detail - Attachment Node Connection 2 Structural 1:5 Client:

10 0

65

55

65

20

25

100

215

Galvanised Custom-Made Stainless Steel Nuts, Bolts and Washes as dimensioned

20 115

50

30

200

75

10

10

10 40 10

65 50

65

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45 15

100

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20 20 175 30

139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

45

20

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Level 22

5

35

20 0

20 40

20

15 50

75 10

20 30 5

160 210

670

Victoria University of Wellington

120

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5mm Thick Composite. 25 Bulge to PA-GF Hydrogel 40 coverTBC up by Structural Engineer 45

0 15

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ARCI421 Construction Drawings

30

5 Detail - 10Attachment - Cross 50 45 Gun) 1 (Cable 5mm Thick PA-GF 1:5

40 70 ARCI421 Construction Drawings

Large bolt to allow strength as much as fixing to main polycarbonate panels. Also, one singular bolt to allow for rotational tolerance. TBC by Structural Engineer

Project:

30

50

10

5mm Thick PA-GF Hydrogel Composite.

TBC by Structural Engineer

20

Exploded Axonometric 1 Structural Node Assembly

80

160

5

60

Vertical and Horizonal Membrane Claspers are identical to one another.

25

Project:

15 7045

5

20

15

20

50

80 20

20

65

15 15 40 20 40 50 2020 40 35 30

50

100

15

20

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15

15

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Horizontal Clasper

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30

80

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545

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20 40 20 50

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100

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65

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115

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Taper Pin, to be inserted

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Large Bolt + Nuts + Wash Connection to connect to Inject Molded Polycarbonate Sheets

15

20

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Clear Inject Molded Polycarbonate @ 100mm Thickness

35 5 1 15

15

200

75

65 75

20 40

20

20

5

50

20

Cross Section

65

215

45

15

Satin Finished CustomMade Stainless Steel Barrel

70 10 1 5

FESTO Custom-Made Polyethylene Plastic Tubing. Air Suppliers. TBC

by Manufacturer

Custom-Made FESTO Polyurethrane

15 0

40

2525

All are elements are customPlastic Tubing for transferring made using stainless to compressed air. TBCsteel by manufacturer prevent rusting and chrome finish for aesthetical purposes

5

5

75

115 40 20 40 15

50

20

15

30

450

70

10

160

20

40

20 20

40

40

Plan View

0 10

2525

250

15

20

20

35

10

5mm Thick PA-GF Hydrogel Composite. TBC by Structural Engineer

PVC-Coated Aramide-Fibre Ductwork as Structural Beam. Helium Filled. TBC

by Structural and Service 20To be Detailed Engineer.

10

15

0

3 15 1 15 40 20 40 10

20 40

80

20

Triple Seam using Spider Silk Threads

50

40 20

20

5

20 0

0 21

45

55

515 151

50

5

10

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65

75

75 20 115

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80

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Knuckle Pin Joint

34000

5mm Thick PA-GF Hydrogel Composite.

TBC by Structural Engineer

15

0 25

25

40 75

70

0 10

215

5mm Thick PA-GF Hydrogel Composite.

TBC by Structural Engineer

65

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PA-GF Hydrogel Composite Fabric Sheets are variable and adjusted according to the extension demands required by the design of the building

15

Level 24

W

30

65

20

30

50

45

25

15

X

50

10

10

45

5

5

160

10 20

45

Materials/construction: A majority of these members shall be constructed through the use of chrome finished stainless steel.

These members shall be custom produced through the creation of pre-cast mold. Steel to be consulted and manufactured by Fletchers Construction Ltd.

Vertical Clasper

65

Y

45

20

15

20

50

65

All are elements are custommade using stainless steel to prevent rusting and chrome finish for aesthetical purposes

Level 26

20

10 20

0 10 10 4

Structure: Structural system to be confirmed by structural engineers. They act as a node within a hexagonal geometrically driven structure, where the other nodes would be identical

Injected Mold Polycarbonate

60

15

10

details of steel node, which would encompasses around the structure, the net is connected from node to node through recently researched hydrogel fibres.

Stainless Steel

(To be completed)

5

10

65

38000

Indicate the Sheet Number that Particular Vie e.g. '1' is sheet number 1 of th particular part of the drawi

A-102-1-1

Hatch Key:

Construction System has taken into account +5mm Tolerance. Angles to the nearest degree

Indicate the Sheet Number of that Particular View e.g. '1' is sheet number 1 of this particular part of the drawing

A-102-1-1

Building within Project. e.g. 'A' indicate this building is located near the train station

25

65 20

75

Rubber

20

0 20

Polyurethrane Plastic

20

Aluminium

Building within Project. e.g. 'A' indicate this building is located near the train station

PVC Fabric

Hydrogel Fabric Aluminium Note: Each Grid Division is 1000x1000mm Polyurethrane Plastic for Visual Scale Membrane

210

Injected Mold Polycarbonate

20

Aramid Fibre

Injected Mold Polycarbonate

20

Stainless Steel

(To be completed)

Construction System has taken into account +5mm Tolerance.

Angles to the nearest degree PVC Fabric Rubber

Aramid Fibre

Indicate the iteration this drawing has been done e.g. '1' is from iteration 1 of the prototype exploration process and its associated details

Area within the Building e.g. '102' indicate this is the 'Attachment' area of the building

160

Construction System has taken into account +5mm Tolerance. Angles to the nearest degree

Hatch Key:

Stainless Steel

(To be completed)

250

Note: Each Grid Division is 1000x1000mm for Visual Scale

Hatch Key:

Level 28

Indicate the iteration this drawing has been done from iteration 1 of the prototype exploration pro its associated details

Area within the Building e.g. '102' indicate this is the 'Attachment' area of the building

Sheet:

A102-1-3

Project:

ARCI421 Construction Drawings

Victoria University of Wellington 139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

Level 10 Client:

New Zealand Government

200002 Issue Date:

Level 2

A102-0-0

12000

160 25

65

25

20/09/2017

Duong Nguyen11000

Scale:

1:5

45 30 70 65 70 30

730

70

980

65 70 45

140

75 40 65

75

Sheet:

PVC Fabric

15 15

20

10 10 20

15

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65 1075 65

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65

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Hydrogel Fabri Membrane

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115

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20

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65 10 40 10

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32

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5mm Thick PA-GF Hydrogel Composite @ Variable Length

20

40

75 25

25

Sheet:

A102-1-4

ARCI421 Construction Drawings

40

10

10 65

20

1

65

20

75

75

65

65

Detail - Attachment - Plan (Cable to Attachment) 1 Unreleased 1:5 Project:

Attachm

Custom-Made Combination of Polyurethrane Tubing/Metallic Woven Duct for transferring jet of compressed air at extremely high pressure. TBC by Service Engineer

80 20

5

40

65

20

Custom-Made Combination of Polyurethrane Tubing/Metallic Woven Duct for transferring jet of compressed air at extremely high pressure. TBC by Service Engineer

105 25

Satin Finish Stainless Steel Drawing Case

10

Additional Protrusion to Cover Up Bolt Connection

35

40 30

100

65

New Zealand 50 Composites: 20 Aramid Fabric 20 Tension Cables4 0 Under Slack

20

25

105

High Pressure Pneumatic Tubes

High Pres Pneumatic Tu

40

20

21 0

Clear Injection Mould Polycarbonate @ 50mm Thickness

20

5

Additional Protrusion to Cover Up Bolt Connection

20

830

50

40

65

100

15 15

20

265

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Tension the Pr three stru

33

10

80

20 2

20

2525

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Level 1 11000

10 0

2525 30 25

45

15 0

15

30

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Clear Injection Molded Polycarbonate @ 100mm Thickness

15

20

30

15 50

10 0

65 120

95

420

70

40

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Stainless St Drawing C with Satin F

25

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Refer to Sheet A102-1-1 for Main Drawing

20

75

30 50 30

75

Attachment - Projectile Tension Cable Section

5 Attachm 50

15

30

25 75

115

40

200

20

65

25

65

20 10

65

25

50

100 65 65

125

Pneumatic Tubes Drawn By:

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250

10 40 10

65 65

40 10 115

1000

80

15

75

115

Issue Date:

25

30

South of Magnet

20

New Zealand Government

215

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Direction of current to go out of the page

55

70

65

25

60°

25

115

10 1 5 10 65

20

(To be completed)

15

20

45

Tetrahedral Chrome Finish Stainless Steel

10

20

265

5 10

40

FESTO Custom-Made Polyethylene Plastic Tubing. Air Suppliers. TBC

by Manufacturer

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Galvanised Custom-Made Stainless Steel Nuts, Bolts and Washes as dimensioned

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2525

25

115

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455

0 20

20

100

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160 Copper Wires under Plastic Insulation 30 Cladding

20

20

30

20

139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

Client:

Issue Date:

Elements held together by electromagnetic forces

50

Direction of current to go into the page

80

13000

5

15 70 15

Air Exhaust Ducts

0 15

65

25

Tetrahedral Chrome Finished Stainless Steel

120

20

45

40

0 21

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95

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100

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115

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20

access parts flexed) Victoria University of Wellington

ARCI421 Construction Drawings

125

215

20

7

4505

75 65

20 0

20

35

14000 40

80 5

10

20 20

50

70

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Aramid Fabric Tension Fibre Cables in Tension

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40

45

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Protection covering to be 40 designed and confirmed 20

by Electrical Engineer 0

12000

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25

100

Level 2

30

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Level 2 Long section of harpoon launcher, launched through pneumatic air pressure. harpoon ending 12000 Detail - Attachment - Long to be attached ferromagnetic platforms, where to Building Detail - Attachment - Cross 2 Cable 1:5 Air Exhaust (used to quickly Gun) attachment and detachment is of ease.

1 (Cable 1:5 High Pressure Level 1 deflate the beam, rendering Project:

75 40

25

15

0 10

Structural Beam Cells from Fabric Ductwork

75

20

25

15000 Ferromagnet

New Zealand Composite Custom Made Aramid Fibre Tension Cables

to Attachment 1 Cable 1:5

35 5 1 15

15

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400

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55

49°

Level 5

High Pressure Pneumatic Tubes

125

115

65

65

20

70

60°

° 71

A102-1-2

Nuts, Bolts and Wash are preferrably standardised and New Zealand sourced. Change in dimension of bolts shall require redesign. Otherwise, custom produce bolts as dimensioned

250

0 10

1:5 Cross Section View Refer to Sheet A102-1-2

25

15

40

10

10

25

50 30 25

15

20

1

50

252525

Victoria University of Wellington Client: ARCI421Finished ConstructionCustomDrawings New Zealand Government Satin 139 Vivian Street, Te Aro, Wellington, 6011, New Zealand 20 Made Stainless Steel Barrel

Fabric Ductwork as Structural Beam Clear Inject Molded Polycarbonate (Deflatable/Inflatable) @ 100mm Thickness 345

10

50 100

50 30 25 30 50

600

4

20

20

A belaying system is under way to ensure there are no slacks within the system from the point the anchor was launched to its magnetic platform destination.

50

75 25

440

25

15 70 15

155

20 20

25 160

100 50 30 25 30 50

100

25

20 210

100

80

100

75

30 100

50

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° 60

25 30 50

40

and electrical engineer

50

35

160

20

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Performance TBC by structural Air Supply Ducts

15

30

High Pressure Pneumatic Tube (preferably an elastic material). However, as discussed with the service engineer, steel may need to be used in order for such a high amount of air pressure (MPa level) to be transferred to launch the harpoon anchor.

Currently specified as Custom-Made 200mm Polyurethrane Plastic Tubing. Metal Fabrics using Titanium Woven Fabric should also be considered for its strength.

20

Injection Molded Clear Polycarbonate

100

0 769

V

95

35

15

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5mm Thick PA-GF Hydrogel Composite @ Variable Length

Detail - Attachment - Plan (Cable to Attachment) 1 Unreleased 1:5 Project:

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20

Steel Barrel 100mm Extension

65

75

W

40

Custom-Made Combination of Polyurethrane Tubing/Metallic Woven Duct for transferring jet of compressed air at extremely high pressure. TBC by Service Engineer

Custom-Made Combination of Polyurethrane Tubing/Metallic Woven Duct for transferring jet of compressed air at extremely high pressure. TBC by Service Engineer

Triple Seam using2 Level Spider Silk Threads 12000

20

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20

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20

15

10

20

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15

Y

100

40

10

25

20

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125

80

40

25

20

20

25

730

4

5mm Thick PA-GF Hydrogel Composite. TBC by Structural Engineer

0 10

20

2525

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515 151

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55

115

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600 A102-0-0

0 21

25

115

65

10

80 Tetrahedral Chrome Finished 5 Stainless Steel produced 0 through welding5of rounded off 5 equilateral triangular plate cuts

10

15

Rubber Filling

3

40

50

1000

Stainless Steel Drawing Case with Mirror Satin Finish

70

° 60

10 50 10

20

75

1 A102-1-2

455

15

105

15

20

0 15

30

5mm Thick PA-GF Hydrogel Composite.

100 TBC by Structural Engineer

13000

Safety Pin to be designed and prevent harpoon anchor from launching off pre-emptively or in case of accidental release of pressurised gas

25

Additional Protrusion to Cover Up Bolt Connection

15

25

Attachment Plan View (Level 3)

Custom-made Stainless Steel Barrel with Satin Finish

35

35

0 10

Stainless Steel Drawing Case with Mirror Satin Finish

X

Additional Protrusion to Cover Up Bolt Connection

Chrome Finish Stainless Steel Harpoon Barrel

115

Section - Attachment - Harpoon Anchor 1 Cross 1 : 50

200

Valve for Backflow Prevention (to be consulted by service engineer)

Y

New Zealand Composite Suppliers Aramid Custom-Made Tension Cable.

To be tied to structural members

20

680

Otherwise, an alternative air should be used instead.

PVC Coated Aramide-Fibre Fabric Ductwork with Engineered Porosity as Structural Beam. Helium Filled

15

20

100

10 20 10

New Zealand Composites: Aramid Fabric Tension Cables Under Slack

830

Refer to Sheet A102-1-1 Structural Node for Main Drawing

As helium is not abundant. Helium Filled. Although this may improve structural

performance, it would be wasteful as engineered layers are constantly allowing helium A102-0-0 to escape into the atmosphere. Advising a sealed membrane for such a solution.

10

Clear Injection Mould Polycarbonate @ 50mm Thickness

100

3

33

70

Clear Injection Mould Polycarbonate @ 50mm Thickness

49°

Structural Node. At the end of building. No central bolt installed

15 70 15

130

25

25

95

25 30 25

150

Clear Injection Molded Polycarbonate @ 100mm Thickness

High Pressure Pneumatic Tubes

33

70

105

10 0

20

105

65

60 °

Clear Injection Molded Polycarbonate @ 100mm Thickness

75

200

2525

° 60

420

33

Stainless Steel Drawing Case with Satin Finish

25

95

32

75

25

25

Refer to Sheet A102-1-1 for Main Drawing

10

Tetrahedral Chrome Finish Stainless Steel

Building within Project. e.g. 'A' indicate this building is located near the train station

X

200

10000

Indicate the Sheet Number of that Particular View e.g. '1' is sheet number 1 of this particular part of the drawing

A-102-1-1

Polyurethrane Plastic

20

Hydrogel Membrane to Lap Over Pressurised Air Supplier

Building within Project. e.g. 'A' indicate this building is located near the train station

Polyurethrane Plastic

70

Deployable Tension Cables

X

Indicate the Sheet Number of that Particular View e.g. '1' is sheet number 1 of this particular part of the drawing 60°

A-102-1-1

e.g. 'A' indicate this building is located near the train station

Polyurethrane Plastic

Hydrogel Fabric Membrane

Area within the Building e.g. '102' indicate this is the Indicate the iteration this drawing has been done e.g. '1' is from iteration 1 of the prototype exploration process and 'Attachment' area of the buildin its associated details

30

Hydrogel Fabric Membrane Level 0

Aluminium

Aluminium

Hydrogel Fabric Membrane

V

Area within the Building e.g. '102' indicate this is the 'Attachment' area of the building

20

Injected Mold Polycarbonate

Deployable Tension Cables

Injected Mold Building within Project.

Polycarbonate

Rubber

Rubber Rubber

PVC Fabric

Aluminium

W

100

(To be completed)

Construction System has taken into account +5mm Tolerance. Angles to the nearest degree

PVC Fabric

PVC Fabric Aramid Fibre

Note: Each Grid Division is 1000x1000mm for Visual Scale Hatch Key: Stainless Steel Indicate the iteration this drawing has been done e.g. '1' is Area within the Building (To be Construction System has taken into account +completed) Injected from iteration 1 of the prototype exploration process and Mold e.g. '102' indicate this is the 5mm Tolerance. Angles to the nearest degree Polycarbonate its associated details 'Attachment' area of the building

X

65

Hatch Key:

(To be completed)

Aramid Fibre

Y

75

Phase 3; Detailed Design + Integrated Technologies

11000

Construction System has takenAramid into account +Stainless Steel Fibre 5mm Tolerance. Angles to the nearest degree

Stainless Steel

Z

200

Hatch Key:

AA

100

Note: Each Grid Division is 1000x1000mm for Visual Scale Level 1

Note: Each Grid Division is 1000x1000mm for Visual Scale

BB

2165

455

2070

Arrangement of Harpoon Stabliser Launchers to allow human entry when they are deployed

membranes

3

25

Detail - Attachm (Cable to Attach 2 Launched 1:5

Victoria University of Wellington 139 Vivian Street, Te Aro, Wellington, 6011, New Zealand

3

Client:

New Zealand Government

Issue Date:

20/09/2017

Drawn By:

Duong Nguyen

Refer to Sheet A1 for Main Draw

Hydrogel Fabric Membrane

Aluminium

Level 13

Phase 3; Detailed Design + Integrated Technologies

23000 Polyurethrane Plastic

22000

Level 11

Level 11

21000

21000

20

115

250

10 0

5

Level 2

Hatch Key:

12000

(To be completed)

Detail - Attachment - Cross Gun) 1 (Cable 1:5 Stainless Steel Injected Mold Polycarbonate

30

10

20

20

50

20 20 40

200

50

5

PVC Fabric

Aluminium

Hydrogel Fabric Membrane

Area within the Building e.g. '102' indicate this is the 'Attachment' area of the building

Rubber 3 A102-0-0 Plastic Polyurethrane

Building within Project. e.g. 'A' indicate this building is located near the train station

105

Level 4

Satin Finish Stainless Steel Drawing Case

Indicate the iteration this drawing has been done e.g. '1' is from iteration 1 of the prototype exploration process and its associated details

A-102-1-1

20

20

40

50

20 20 40

20

20 20

20

30

40

35 20

80 115

45 55

20 20

Level 2 12000

13000

550

80

35

Attachment Plan View (Level 3)

Aramid Fibre

Level 2

12000

Indicate the Sheet Number of that Particular View e.g. '1' is sheet number 1 of this particular part of the drawing

Level 1

Level 1

11000

11000 Victoria University of Wellington

15 15

21 0

20

13000

40

55 13000

20

15 0

14000

55

20

40

15

80

15000

20 0

High Pressure Pneumatic Tubes

5 10

50

75

70

10 0

25

45

Level 5

100

40

20

20

265

45

20

125

Attachment Plan View 115 (Level 3)

Tension Cable to be tied using the Prunsik Knot Around the three structural PA-GF Hydrogel Composite Sheet

15

40

265

Galvanised Custom-Made Stainless Steel Nuts, Bolts and Washes as dimensioned

Temion Cables Relay Back through Polycarbonate Layer and Locked through a Belay System

40

16000

30

15

30

120

21 0

15 15

20

30

15

20

65 215

5

20

20

30

20

20

75

30

55 100

0 21

80 45

30

50

20

5

50

5

120

0 15

0 20

75

20

14000

80

30

20

High Pressure Pneumatic Tubes

Level 4

70

Bulge to cover up connection protrusion

5

35

30

Level 6

160

40

20

40

45

30

15000

40

20

35

10

Level 5

20 20

40

15

20

New Zealand Composite Custom Made Aramid Fibre Tension Cables

50

40

20

15

25

15

20

15

20

0 10

17000

65

Pneumatic Staircase Air Suppliers

15

80

15

15 15

30

15

20

20

16000

30

0 10

15

Attachment Plan View 25 (Level 7)

15 70 15

Clear Inject Molded Polycarbonate @ 100mm Thickness

35 5 1 15

95

10 1 5

10 0

50

50

30

Level 6

75

20

20

20

20

70

FESTO Custom-Made Polyethylene Plastic Tubing. Air Suppliers. TBC

by Manufacturer

18000

10 0

15

15

20

50

Satin Finished CustomMade Stainless Steel Barrel

15 0

40

2525

Level 8

70

15

50

40

20

35

40

20 20

40

20

40

15

450

Custom-Made FESTO Polyurethrane Plastic Tubing for transferring compressed air. TBC by manufacturer

7190

20

20

80

Pneumatic Staircase

50

45 20

2525

250

100

55

20

18000

PVC-Coated Aramide-Fibre Ductwork as Structural Beam. Helium Filled. TBC

by Structural and Service Engineer. To be Detailed

0 10

10

115

50

0 21

30

Level 8

5

75

5

515 151

19000

10

15

10

80 50

Level 9

Triple Seam using Spider Silk Threads

0 10

40 70

19000

20000

5300

0 15

W

Level 10

5mm Thick PA-GF Hydrogel Composite.

TBC by Structural Engineer

180

Level 9

17000

X

140

20000

Indicate the Sheet Number of that Particular View e.g. '1' is sheet number 1 of this particular part of the drawing

A-102-1-1

cross section of Harpoon launcher: Additional automated mechanical reels to be inserted in future editions

15

Y

Level 10

Building within Project. e.g. 'A' indicate this building is located near the train station

Plan Diagram 1 (Level 12)

A102-0-0

ment Plan View (Level 3)

ual Scale

Injected Mold Polycarbonate 3

ment Plan View (Level 7)

sure ubes

(To be completed)

Construction System has taken into account +5mm Tolerance. Angles to the nearest degree

20

s are varied

Refer to Sheet A102-1-2 for Main Drawing

ABSTRACT: The research project takes inspiration through the extrapolation of future developments of technologies to read human minds.

While it is necessary to construct a narrative for the game, conventional approach to game design the result is such that narratives within games are usually linear, while the current trend should be more should be open and allow for self exploration, rather than the system to limit the user, confine or restrict the user. The user would be able to - through the open-ended interaction inside the environment generate one's own meaning through the interaction with the arranged objects The game design, its site, can be metaphorically transcribed to a design which unfolds inside the mind. Within such an environment, abstract concepts can exist, or the rules within such a system do not necessarily have to obey regulations in real-life, such as everyday physics.

At a later stage, investigates the relationship using EEG as an input device to interact with the objects inside the environment itself, further enhancing the intention of to which the game environment intends.

The project is divided into two phases, where phase 1 concerns with the development of the designed environment. this environmnent is reflective of the human ability to design. Phase 2 centralises on the development of in-game mechanics to which user can interact with the design environment.

ARCI411 Architectural Design Research

â&#x20AC;&#x153;Between the Unreal Real and the Real Realâ&#x20AC;? mindspace

Research Concept Diagram: The diagram demonstrates the concepts to which are explored within this research.

The relationship between these binary terminologies: roles, and design related issues.

3.

Game Environment Drawing: 1. 3D Gravity Bending World 2. Watching. Events Throughout 3. Frames of Time 4. Coloured Crystals. Measuring. Knowledge.

5. Fragmentary Worlds

1.

2.

4.

5.

concept sketch of the designed environment, people inside EEG devices cross-sharing imaginary worlds

concept sketch of design environment with incorporated aesthetics Test Skybox Variations:

drawing of people with EEG headsets, a formal study of technology

An example with James Turrell's painting used as skybox. The resultant effect is a deep sombre blu-ish environment - perhaps suitable for pensive contemplation, and the feeling of being indoor

Game Environment: players can walk through certain objects, see certain objects from a certain angle, objects are to possess reflective materials, which would blend and merge to the surrounding environment, and objects to hold paintings, proliferating the subjectivities of viewpoints with differing orientation.

Instruction Panels: these figures provide the basis for providing the user information about the mechanics within the environment. These panels remain ambiguous and open for interpretation, perhaps the criticism is that they are elements to which do not necessarily blend into to the designed environment. This is accurate, whilst at the same time, they stand out as for the user to read it in a different way perhaps.

Number orders move from left to right: These panels highlighted the key interactions that are created for the user. ..........

1.

2.

3.

4.

5.

6.

7.

8.

9.

1. Constructing Environment: A trail renderer of a painting is added to the user within the scene. This is ideally activated after a certain period of time.

2. The Right Way Up: The player can look backward view the world upside down. Movements through such interesting camera angles shall be unintuitive. Another prompt to suggest the interpretative nature of the world.

3. Subjective Environment: When having discovered an instruction panel, after pressing a specified assigned keyboard input, display camera are switched from first person perspective to plan view & spinning, from the side and etc.

4. Teleportation: The user once having fallen out from the arena, shall be teleported back to the environment, falling from high above into the instruction panel to explain what has just happen to the user.

5. Overall Scene: This scene highlights the general overview of the environment.

6. Opening Sequnce: Demarcation a point to which the player shall start from. Starting from within an invisible container, where surrounding the person are instructions as to how to navigate within this environment. Basic movements, jumping and running ("a", "s", "d", "w", "space bar", & "left shift").

7. Invisible Terrain: Invisible objects are created where the user can jump and ascend and access to other areas within the environment itself. This is found through being unable to pass further into other arenas within the design environment.

8. You & I: When having discovered an instruction panel, which reveals that upon inputing certain key, the user , but also a camera that looks back on the person.

9. Open Narrative: The user in the environment is exposed to a range of phenomena, ideally, the player would come to understand of these tools and use it to construct their own architecture and meaning.

ARCI411 Multi board design

Mental Commands: Mental command is a process where an eight second segment user's detected brain activities are taken to emulate with a certain interaction to a box within the software. The following commands are possible: push, pull, disappear, etc. Whenever the EEG detects brain activities similar to such recorded segment, the augmented command to that particular pattern of brain activity is then activated, the box would then get pushed, pulled, disappeared, etc. The augmentation process or training process includes "neutral" command, which correlates to no signals sent into the system.

EEG Headset: Emotiv Insight: Consists of 5 electrodes. These are then used to detect brain wave signals, alpha, beta and gamma waves. They are required to be in contact with hair removal to conduct electricity.

When being charged, the headset would disconnect itself from detecting brain waves.

main control panel

mental command menu

Facial Commands: The software also claims to detect a range of facial expressions, these include: smile, frown and surprise.

Although certain facial expressions can be trained. Trained commands would reportedly improve the accuracy of the device itself. The sensitivity of each facial changes can be calibrated.

Gyroscopy: Detection due to inertial forces (change in velocity of the device. i.e. the faster one moves the headset, the more the mouse moves in game.

Tilting of the head â&#x20AC;&#x201C; controls the mouse movement (this has been tested with the game to control mouse rotation. This has not worked yet.

gyroscopy

facial commands

Game Input Reflection: The device in itself is highly interpretative, and requires great amount of mastery in order for the person to intentionally transmit as much as sustain specific brain activities to control elements within the game. Only certain aspects within the game environment is primed for interaction through EEG. The mental processes are a result with the device being tested on subjects who use these devices. Results and experience withthe device indicate that there is a requirement for concentration.

There is also the question if one or more commands can be input into the device. Whether both mental commands, both facial expressions, or one of each can be implemented synchronously.

Theoretically speaking, whilst it is possible to augment two mental command keys, to utilise both of these simultaneously would not be possible.

Emokey: EmoKey is used to translate these commands, facial and mental into a certain keyboard/mouse input. These inputs can be a series of command, opening up even further potentialities in terms of game incorporations. performance data

emokey: data inserts

The Epistemograph The diagram conceptualises how the various, also including all imagined possible scenarios to which could happen, involving the player's mindset as part of the design process in self-generating meaning and narrative through game mechanics and available elements inside the environment.

Categorisation of Possible Game Input Mechanics: Keyboard/Mouse: Single Keys Hold Buttons

Combinations of Buttons Sensitivity Timing

EEG Headset: Single Keys Hold Buttons

Combinations of Buttons Sensitivity Timing

Psycho-Behaviouriograph: diagram to allocate, anticipate and design intended events inside the environment and how it would unfold with all intended actions, thoughts and emotions through the expeirence that has been exposed to the user.

Urban Sketch (environmental navigation) Leaving itself to focus on mapping just the specific user’s storyline, as all other storylines are to complex for one person to imagine alone. Also, there will not be enough space to generate. Triggering at those events.

Events equate in this map when the person has traversed through a certain collider for the UI to display core messages. spawning area will start at any location inside level 1, close to the zone’s periphery

Upon passing through each location: the speed, range of vision & viewable objects can be increasingly seen

Level 1

Level 2 Level 3

Level 1 to 4 is a process from simplicity towards complexity. Each passing . This is of course suggested to incorporate with the EEG Headset. At the moment, it is for a “frown” facial command to send an input. The circular divisions are proportionalised in order to adjust for the low speed in level 1, and incrementally increased at level 4. Also, progressively, the design-environment is supposed to include buildings, then nature, then strange elements at the centre. The player without clear given directions with their limited scopes of vision and abilities, are thus drifted through space to construct their own narrative. Players are randomly spawned at level 1, where the environment is filled with more familiar designed environments. This is where the mechanics are simplest and that the process of easing into a visually complex world is executed. The game environment's aesthetics shall appear increasingly unfamiliar to the user into the strange content that is initially presented to the user in the first place. Strangest being th designed environment in phase 1, and Least strange to what the user . The changes between these aesthetics, should be smoothed out as to avoid stark changes.

Level 4

Upon passing through each location: the speed, range of vision & viewable objects can be increasingly seen

Mental Image to be a photo taken of someone’s facial expression at a certain time. This would work well with a camera attached to a monitor, whilst the bigger monitor to be used for playing: • WebcamTexture • PhotoCapture

Event change (more difficult)

Entering each of these coloured indicated zone shall provide a a message revealed on the graphic user interface (GUI) as to prompt and tease out the user to prime the player’s mindset in being able to understand the underlying intention of the design, for the user to question and able to construct the player’s own meaning, form and architecture through game environment and its interaction provided by the system’s designer.

Game mechanics include: 1. Toggling (Boolean associated): 2. Hold for Toggling (Float associated): 3. Hold for increase Value (Float associated): Level 1

normal

Level 2

Level 3

Level 4

strange

Level Level 2 3

Level 1

normal

SARC482 Introduction to Robotics ABB Robot IRB6700 200kg 2600mm

project 1: drawing with lights

Series 3: Multi-three Dimensional Lines

Project 1 focused on the question of drawing using LED lights. The project utilised a Canon DSLR camera mounted on a tripod to take a an image with a manually operated shutter speed capture control. The result is as one would see on the images

Series 1: Singular Lines Iteration 1.1: What's Up?

Iteration 3.1: Floating Network

Series 2: Multiple Lines Intended Image with Continuous Colour Normal-Mapping Background

Discrete Colour: Transformed from Continuous Colour

Iteration 3.2: Multicolour Pulsation

Iteration 1.2: Suave Multicoloured Neon The co-ordinates of the image as well as brightness value of the image were used to colour code the image taking from the principal of normal mapping.

• x values (horizontal) -> red (0 to 255) • y values (vertical) -> green (0 to 255) • brightness of images (depth) -> blue (128 to 255) • (blue from 0 to 255 is very unappealing) These continuous values were then converted value if they are above or below 128,128,192 RGB values

Iteration 1.3: Holographic Suave Rainbow Neons Iteration 2.1 Vertical Lines

Iteration 2.2 Projection Cross-Hatching

Iteration 2.3 Normal Colour Mapping

Iteration 3.3: Focused Colour Pulsation

Iteration 1.0.0.? (axonometric view) 300mm + extra mm distance from TCP to wires around the robot arm

45x90mm H8 Treated Timber Sawn into 150mm Long Segments

Test Environment Stack of Material Not to ScaleVariable stack height, number of

project 2: brick walls Tool Centre Point (TCP) Length: ~385.25mm

45x90mm H8 Treated Timber Sawn into 150mm Long Segments

30mm

x

Test Environment Not to Scale

x

Centre of Mass

H = 45mm Centre of Rotation

Iteration 1.0.0.? (top view)

Gravitational Force

150mm

Iteration 1.0.0.? (axonometric view)

L = 150mm

150mm

W = 90mm

Iteration 1.0.0.? (side view)

Iteration 2.2: Stack and Unstack

Iteration 2.1.0.4 (axonometric

300mm + extra mm distance from TCP to wires around the robot arm

Iteration 2.2.0.4 v.1 and v.2 (axonometric view)

45x90mm H8 Treated Timber Sawn into 150mm Long Segments

Stack of Material Variable stack height, number of stacks in both the x and y direction Iteration 1.0.0.? (top view) and spacing distance in between

H = 45mm

Having been able to construct such a wall. The aim of this iteration was to construct and then deconstruct a wall back into its original stack using the robot hands.

Continuation of Dave’s Wall Definition

Karishma’s Linear Array Definition

L = 150mm

30mm

W = 90mm

3D Printed Plastic Material

Ground surface is not flat. These are measured points with Z-coordinates at locations are lower than other areas (3-5 mm differences)

If distance “x” is to exceed 75mm or 1/2L in any of both direction , the timber block shall “topple” x

Centre of Mass2.1.0.4 (front view) Iteration

25

Centre of Rotation

26

150mm

Iteration 1.0.0.? (axonometric view)

3

12.5mm 50mm

Continuation of Dave’s Wall Definition

2. Brick Wall Status (e.g. rotation, position)

Split List

20

Slight Curve in Wall Karishma’s Linear Array Definition

Gap Greater than 30mm

15

17

14

6

10

27

13

4

29 28

22

8 3

30

26

12

9

5

Iteration 2.2.0.4 v.2 (Side View)

23

16

Blocks moved for stability

11

Gap Greater than 30mm

24

19

18

Toppling Moments are increased as more bricks are added

Counter Toppling Moments are increased as more blocks are added with centre of masses to the left of the centre of rotation

Iteration 2.2.0.4 v.2 (Front view)

These were treated as part of the triangular numbers series

2000mm from Origin

6

Iteration 2.3.0.9 (axonometric view)

Iteration 2.1.0.4 (top view)

Test Environment Not to Scale

Centre of Rotation about the corner of the base of second level

12

5

Counter Moment Forces created through Contact with other bricks and uniformly distributed along the surface contact with lower brick

Centres of Mass of Blocks at Different Stack Level

18

11

4

Account for Brick’s wooden surface which prevents sliding. Making harder for wall to fail

25

17

10

Iteration 2.2.0.4 v.1 (Side View) 30

24

16

9

2

37.5mm

29

23

15

8

1

28

22

14

7

Iteration 2.2.0.4 v.1 and v.2 (axonometric view)

27

21

13

Gravitational Force

Iteration 2.1.0.4 (axonometric

2nd Row Block will not topple because the centre of mass has received an equal and opposite reaction force

Iteration 2.2.0.4 v.1 (Front View)

Iteration 2.1.0.4 (side view)

20

Max span of 1330mm for Aluminium Gripper

Centre of Rotation

Gravitational Force

2000mm from Origin

Iteration 1.0.0.? (front view)

Slider to Open and Close Grip

Centre of Mass

If distance “x” is to exceed 75mm or 1/2L in any of both direction , the timber block shall “topple”

Iteration 2.1: Rotated Ends

3. Gripper (e.g. rotation, location, action)

Iteration 1.0.0.? (side view) “x” is to exceed 75mm or 1/2L in any of W = 90mm If distance

both direction , the timber block shall “topple”

Ground surface is not flat. These are measured points with Z-coordinates at locations are lower than other areas (3-5 mm differences)

Project 2 was a group project with the purpose of building a brick wall composed of wooden blocks. The addition of the 'gripper' tool was introduced, along with questions of the calibration of the bricks' positioning, sequences, approaches in picking up the blocks, amount of grip in picking Max span of 1330mm for Aluminium Gripper the blocks, structural integrity in the blocks' constructions and troubleshooting problems.

5mm

L = 150mm

Iteration 1.0.0.? (front view)

Slider to Open and Close Grip

Tool Centre Point (TCP) Length: ~385.25mm

H = 45mm

stacks in both the x and y direction and spacing distance in between

5mm

3D Printed Plastic Material

1. Material Location (e.g. rotation, position)

2000mm from Origin

25 21

7 2

1

Iteration 1.0.0.? (side view)

Iteration 1.0.0.? (front view)

Iteration 2.1.0.4 (front view)

4. Environment (e.g. obstructions, ground plane)

This iteration involved the construction of a Iteration 2.2.0.4 v.1 (Side View) slightly curved wall with the end of the bricks rotated. This requires the identification of specific bricks that were picked up to be placed in a different orientation to the other parts 25

26

20

Iteration 1.0.0.? (top view)

3

50mm

Split List

20 17

15 Gap Greater

11

24

19

18

27

13 9

Iteration 2.2.0.4 v.2 (Side View)

29

23

16

14 10

Toppling Moments are increased as more bricks are added

Iteration 2.2.0.4 v.2 (Front view)

These were treated as part of the triangular numbers series

Slight Curve in Wall

6

Counter Toppling Moments are increased as more blocks are added with centre of masses to the left of the centre of rotation

Counter Moment Forces created through Contact with other bricks and uniformly distributed along the surface contact with lower brick

Iteration 2.1.0.4 (top view)

Centre of Rotation about the corner of the base of second level

12

5

30

26

28

22

12 8

7

Iteration 2.2.0.4 v.3 and v.4

Centres of Mass of Blocks at Different Stack Level

18

11

4

Account for Brick’s wooden surface which prevents sliding. Making harder for wall to fail

25

17

10

Iteration 2.3.0.9 (front view)

30

24

16

9

2

29

23

15

8

12.5mm

28

22

14

7

37.5mm

27

21

13

1

Gap Greater

2nd Row Block will not topple because the centre of mass has received an equal and opposite reaction force

Stack and Unstack into Other Things Iteration 2.2.0.4 Selective Choice of Itemsv.1 from(Front Stacks View)

Iteration 2.1.0.4 (side view)

25 21

50mm 35mm

65mm 20mm

20mm

Iteration 2.3.0.9 (side view)

Centre of Rotation

Max span of 1330mm for Aluminium Gripper

Gravitational Force 150mm

Continuation of Dave’s Wall Definition

Iteration 1.0.0.? (axonometric view)

Karishma’s Linear Array Definition

2000mm from Origin Iteration 2.1.0.4 (front view)

Iteration 2.3: Cantilevering Blocks

25

Iteration 1.0.0.? (side view)

Iteration 1.0.0.? (front view)

26

20

27

21

13

37.5mm

3

12.5mm 50mm

The sequence of constructing this wall required a different approach as the other were not possible. Furthermore, the blocks experienced a slightSplitvariation from Iteration 1.0.0.?methods (top view) List Slight were Curve in Wall generated as 'gravity' was taken into account. the computational simulation that Therefore, the original stacking and unstacking methods were not possible.

20

15

24

19 17

10

6

27

13 9

5

50mm 35mm

29 28

22

8

4

25 21

7

3

2

1

Stack and Unstack into Other Things Selective Choice of Items from Stacks

Iteration 2.2.0.4 v.3 and v.4 Iteration 2.2.0.4 v.1 and v.2 (axonometric view)

Iteration 2.3.0.9 (axonometric view)

20mm

"The result was a battle between humans and scripted humans intelligence, to which humans were purposefully lost to the wits of his own intentionality."

Blocks moved for stability

Karishma’s Linear Array Definition

65mm 20mm

Iteration 3: Play Jenga with the Robot Arm Project 3 was the culmination of all learning processes brought together. This group project was the exploration of all the interaction between human and robots playing Jenga together. Of course, this was a scripted dialogue where the game, and the specific bricks taken apart were planned. There was the question for the procedure to work, specific blocks were sanded off as to not cause the tower to fail. The performance/game was broadcasted live through a wifi connection through installed security cameras into a lecture theatre.

30

26

12

Iteration 2.3.0.9 (side view)

Iteration 2.2.0.4 v.2 (Side View)

23

16

14

11

Gap Greater than 30mm

Toppling Moments are increased as more bricks are added

Iteration 2.2.0.4 v.2 (Front view)

These were treated as part of the triangular numbers series

18

6 Counter Toppling Moments are increased as more blocks are added with centre of masses to the left of the centre of rotation

Counter Moment Forces created through Contact with other bricks and uniformly distributed along the surface contact with lower brick

Iteration 2.1.0.4 (top view)

Centre of Rotation about the corner of the base of second level

12

5

Iteration 2.3.0.9 (front view)

Centres of Mass of Blocks at Different Stack Level

18

11

4

Account for Brick’s wooden surface which prevents sliding. Making harder for wall to fail

25

17

10

Iteration 2.2.0.4 v.1 (Side View) 30

24

16

9

2

29

23

15

8

1

28

22

14

7

Gap Greater than 30mm

2nd Row Block will not topple because the centre of mass has received an equal and opposite reaction force

Iteration 2.2.0.4 v.1 (Front View)

Iteration 2.1.0.4 (side view)

project 3: playing Jenga Blocks moved for stability

Iteration 2.2.0.4 v.3 and v.4 (top view) 2nd Row Block will not topple because the centre of mass has received an equal and opposite reaction force

Iteration 2.2.0.4 v.1 (Front View)

Iteration 2.1.0.4 (side view) 25

26

20

21

13

3

12.5mm 50mm

Centre of Rotation about the corner of the base of second level

12

5

6

50mm 35mm

25

65mm 20mm

20

Iteration 2.2.0.4 v.2 (Side View)

20 17

15

13

10 5

27

7

8

21 1

30

24 17

10

18

11

4

Centre of Mass of top four blocks

25

12

5

6 21mm

Iteration 2.2.0.4 v.4 (front view) Estimated Centre of Mass: Treating Pyramid as triangle and gaining the centre of mass from the centroid of the triangle

20

19

18

5

28

22

8 3

30

26

12

9 4

29

23

13

10

Iteration 2.2.0.4 v.4 (side view)

27

16

14

11 6

24

17

15

Iteration 2.2.0.4 v.3 and v.4

9

25

7 2

29

23 16

3

28

22

8 3

28

22 15

2

Iteration 2.2.0.4 v.3 (side view)

30

26

12

9 4

29

23

16

14

11 6

24

19

18

27

21 14

1

Split List

26

20mm

13

Iteration 2.2.0.4 v.2 (Front view)

These were treated as part of the triangular numbers series

Iteration 2.2.0.4 v.3 (front view)

Toppling Moments are increased as more bricks are added

Counter Toppling Moments are increased as more blocks are added with centre of masses to the left of the centre of rotation

Counter Moment Forces created through Contact with other bricks and uniformly distributed along the surface contact with lower brick

blue: blocks to be removed by human player pink: block where human player makes mistake red: blocks to be removed by the robot arm

21mm

Iteration 2.3.0.9 (side view)

Centres of Mass of Blocks at Different Stack Level

18

11

4

Account for Brick’s wooden surface which prevents sliding. Making harder for wall to fail

25

17

10

Iteration 2.3.0.9 (front view)

30

24

16

9

2

29

23

15

8

1

28

22

14

7

37.5mm

27

Iteration 2.2.0.4 v.1 (Side View)

25

7 2

Estimated Centre of Mass of top four blocks (for first constructed pyramid)

21 1

“d” distance from centre of rotation

RESORT FANTASIA COURSE: SARC383/483 Advanced Digital Design DATE: 21/12/2017 TUTOR: Derek Kawiti & Shaneel Kumar

Process Description The project begins with a series of formal explorations using Maya as tools for geometric explorations of the design. Each series of explorations are done through a series of design techniques available from Maya. Landscapes are the main driving theme of this design, as much as the appropriation of the design to the pre-existing elements on-site. Detailed ornamented columns are wooden and could be purposefully used for local Maori Arts and Crafts presence through the use of traditional carving methodologies. Certain themes and typologies were then used and implemented into the preliminary concept design.

Map Keys/Legend.

Resort Fantasia Beach Pavilion Mount Crawford Shelly Bay Observation Point Render Viewpoint

Design Description The design is of a beach resort created with the idea of putting the site on the map. The project aims to provide a direct connection between Shelly Bay and Mount Crawford; initially conceived at the observation point as part of the site visit. This would provide provisions for more development on top of the old Crawford Prison. The design would bypass the long ravenous pathways swerving natively to the siteâ&#x20AC;&#x2122;s topography. Ramps are created, providing direct access on foot to the beach from the resort. Moreover, reconnecting the would-be common journey from the airport to the city centre. The design is sustainably oriented, with integrated green space living/functioning within the resort area and recuperate for the loss of greeneries due to the projectâ&#x20AC;&#x2122;s developments.

Point Halswell (Lighthouse)

N W

E S

Massey Memorial

Dense Green Area

WELLINGTON OVERALL MINIMAP

Rocky Area

Mahanga Bay

Dense Green Area Commercial/ Retail Area

Light Green Area

6.

Fort Ballance

Old Mt. Crawford Prison

4.

Shelly Bay

Harbour

2.

Mount Crawford

5.

Rocky Area

3.

1.

Light Green Area

Sandy Area

Scorching Bay

Light Green Area Residential Area Residential Area

DESIGN ITERATIONS/PROCESS

Observation Point (12/12/2017)

MASTER PLAN

Rocky Area

1.

2.

3.

4.

5.

6.

design concept

the ultimate flexible design

200mm

s e l du g o m sin e c du a sp orte s i x fle nsp rone d tra

20

0m

le b m ble e s s gea ds a f an e l e e s ch g n d erin n a iff d o t

m

m m 0

20

o t s e l u ble d o m sem as into n? o m e a r o D

assembled design concept

integration with site: osaka dream island

to n e g c i s a p de s d her e s u furt c fo p o l e v de

osaka dream island

nt e em r. c pla bou d e har t a gr the e t in ith w be ic in n ca ecif mate s ule re sp nt cli d mo mo ffere e th re & o di he ce t w y an rdan co ac

X d T I - ar o pic erbo th o m

: 1 p ng

li e b t s ssem rame s a

f ent e r co pon m co

: uter 2 p p

om rd e c t s ing boa e

h er c m a a h t t r t f a mo re ly b o & c ssem a

module construction concept explodometric part one: assembling core frame

ITX ard o o pic erb th o m

:

els n pa m D LE 12m

: 3

nt p e te hm ral

s attac riphe

s e e p of fram

lar m o t s .5m n re : 2 a m sp lass m n 5 a tr ic g s: s a a t l l g vo al r ctu u str

:f 4 p to

n ing e e t s chm add a l cl e t t a na m r fra e t ex to

: t l su ed

t e l e r omp bled c

le u d

m o e s as ace m sp i x fle

module construction concept explodometric part two: assembling exterior layers

miscellaneous E-Bike Hire Permanent Art Studio

Vegetable Rooftop Garden

Mechanical Tempest

Cafe

Opening Skylight of Theatre

Ramps

Theatre Space

Technical Drawing: ARCI212 P4 Newtown HUB: Cross Section Drawing Copic Sketch Markers with Mechanical Pencil on A1 160GSM Paper

Bicycle Storage

Observational drawing: a visual journal through Tibet, China & India: Mixed media, watercolour, watercolour pencils, pencils on gummed 12x 150x150mm papers & 1x 300x300mm papers

Mixed Technical & Freehand Drawing: ARCI212 Infill House Design Perspective Drawing: A space of dialectical thematised concepts: Carand'ache Watercolour Pencils with Windsor & Newton Watercolour

Analogous & Digital Drawing: A birthday card: brush drawing & photoshop colouring

Freehand Painting: ARCI212 Newtown HUB Sketch: Conceptual Painting: Watercolour on A3 Moleskine Sketchbook Paper

Photography: Christchurch Greyfriars Church Garden, London, UK

Photography: Civic Centre, Southampton, UK

Photography: Christchurch Greyfriars Church Garden, London, UK