Jayanaveenaa Periyasamy | Graduate Portfolio 2024

JAYANAVEENAA

PERIYASAM Y

GRADUATE PORTFOLIO

// JAYANAVEENAA // PORTFOLIO 2024

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Mars Anywhere on Earth

CONTENT

2016 Student Hangout Centre

Asteroid Belt

Bateshwar Temple Docmentation 2017

01 PR OF E SSIONAL W OR K

Nashik Street Inventory Partner’s home Kakkar’s Residence

02 M E TA( X) IS

2018 Inbetween Intervention

03 PLU G AND PL AY M ATR IX

Jaisalmer Public space Centre for Desert Architecture Marsception

04 TH E PINNA

Sqrfoot Housing COA Research and Training McCafe Portable Kiosk

05 TH E F R ONTIE R

2019 FrontierHighrise

06 TH E H U DDL E

Synchronize Student Housing Amaravati Housing Prototype Spring Pavillion

07 TIM B E R TE CTONICS

Pinna : Cricket stadium Flow : Rhizommatic city 2020

08 PE R SONNE L W OR K

Winter resort Fluere : Student housing

09 W OR K SH OP

Rolling Home Together: Gamified housing Oculus : Urban Atlantis 2.0 : Underwater Iconic Structure 2021 -2022 Plug and Play Matrix Darwin Coliving California Resilience : Notions of India Sevagram Memory block Coral - Smog tower Floating house 2021 -2022 Metaxis // JAYANAVEENAA // PORTFOLIO 2024

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01 Professional - Team ANT STUDIO Position Duration Location Tasks

: : : :

Projects

:

Junior Architect + Computational designer June 2021 - August 2023 New Delhi Scripting, Concept formulation, Design development, Robotic fabrication, Modelling and Rendering, Publication and Documentation Notions of India sculpture | Gandhi Ashram proposal, Raipur | Grand Imperia 5 star hotel renovation | Dadar sports complex proposal, Mumbai | Sachin and Smita Residence, Lucknow | Ether + Coral - CoolAnt products

1|Sevagram - Home of Service Sevagram is known as village of Service, first established in Wardha by Mahatma Gandhi.

By continuing the legacy of Wardha sevagram, the proposed design is metamorphosed outcome of vernacular aesthetics and contemporary form. // JAYANAVEENAA // PORTFOLIO 2024

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11 Waterbody

Typology 1 - Section

10

6 1 2 3 4 5 6 7 8 9 10 11

Ticket Office Info Desk Administration Office Museum Hall Museum Hall Museum Hall Craft shop Dinning Kitchen Library Prayer Hall

4

5

7

2

8

3

1

9

Typology 2 - Section

Waterbody

Typology 3 - Section

Typology 4 - Section // Jayanaveenaa // Professional Work

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2|Coral - Smog tower

3|Hotel Raipur facade

Coral is bio-receptive pollution filtration tower concept in Delhi, works based on suction and ionized purification using water. I worked on researching and developing a gh code to calculating the air purification rate using a custom gh python script which scrapped real-time AQI and traffic data from aqicn.org and google maps respectively. I also worked on gh code that created terracotta tiles, joinery detail, structure of the tower and water simulation down the tower in Houdini to under the efficiency of our proposal.

Coral is bio-receptive pollution filtration tower concept in Delhi, works based on suction and ionized purification using water. I worked on researching and developing a gh code to calculating the air purification rate using a custom gh python script which scrapped real-time AQI and traffic data from aqicn.org and google maps respectively. I also worked on gh code that created terracotta tiles, joinery detail, structure of the tower and water simulation down the tower in Houdini to under the efficiency of our proposal.

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+ 62 M

4|Martyrs Memorial + 00

The Martyrs memorial was a open competition where the state government wanted to play tributes to the 27 Martyrs of the state that played vital role in independence of the region from British colonizers. The concept Section BB’ of the design was to have 27 tombs that signified the martyrs, a fluid floral form suspended on top as gentle reminder of the sacrifice they made for the country, finally a eternal flame that signifies the country’s past and yearning to work towards future.

-- 8.5 M + 62 M

+ 00

+ 00

Section AA’

-- 8.5 M

Section AA’ + 62 M

Section CC’

+ 00 -- 8.5 M

Section BB’

+ 62 M

Section BB’

+ 00

Section CC’ + 00

Section AA’

-- 8.5 M

Section CC’

+ 62 M

Section AA’

+ 00 -- 8.5 M

Section BB’

Section BB’

Section CC’

Eternal flame

27 Martyrs

Floral tribute

+ 00 -- 8.5 M

Section CC’

Floral Tribute - Design development

01

Flower Extracted

// Jayanaveenaa // Professional Work

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Flower Orientation

03 Rotated (Upside - Down)

04 Initial Geometry Surface

05 Subtracting Faces ( 5 Petals)

06 Rounded Petal - like Edges

07 Reducing Circumference

08 Reducing Circumference 2.0

08 Optimized Petal-like Form

09

Adding Thickness

10 Undulating Creases // 6

27 Martyrs Tombstone The 27 martyrs tomb lying on the ground signifies the directionally orientation to the center, the tombs also bear the names of soldiers form the state who lost life while working in the Indian army.

27 Martyrs resting on the ground

Facing the center

Creating Volume for the varied play pf light and shadow

Central structure that is symbolic of the tribute to the

2.3|Eternal Flame Eternal Flame is flame that has been burning since the independence of India from British Empire, as a ceremonial fire of the country this design inspired from the nature, rises up as tiles to hold a propylene gas fired flame.

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5|Floating House The floating house is work in progress project where the client wanted his home to arise from the ground. The rheatomic surface floors inside the house ties all the levels together. The floating swirl accommodates the bedrooms, formal living and swimming pool. The roof is envisioned to be a double skin with planar aluminum panels that are open-able based on solar radiation

FLOOR

Interaction of Planar and Continuous Floor

// Jayanaveenaa // Professional Work

Interaction of Planar and Continuous Floor

FLOOR

Interaction of Planar and Continuous Floor

COLUMN + BEAM

Column and Bean inter-connection

COLUMN + BEAM

WALLS

Lift core as structural tie between floor beams

Lift core as structural tie between floor beams

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Section BB’

Section AA’ Section BB’

Section CC’

Section CC’

Gardens at different level // Jayanaveenaa // Professional Work

Section AA’ // 9

6|Mango Orchards The Mango Orchard Project proposes 12 distinctive villas nestled within a mango orchard, emphasizing a design ethos that preserves existing trees. Initial curved sketches gracefully weave through the trees, culminating in open, semi-open, and closed spaces. Employing a magnetic flow field based on tree forces, the resulting lines guide the landscape’s topographical variation. Sloping terracottatiled roofs introduce organic fluidity to the design, showcasing a harmonious blend of architecture and nature.

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7 | Te r r a x Te r r a W o r k s h o p As part of Terra x Terra workshop preparation team, I modeled and recorded the base SubD surfaces, later on coded a GH script for the structure and terracotta tiling of the pavilion. The half cylindrical terracotta tiles are stacked like a sloping roof, helping in water flow and the radial structure is designed based on planar geometries.

// JAYANAVEENAA // PORTFOLIO 2024

8|Samta Commercial Complex The Commercial complex has a south-facing facade to play with the shadows and light. This experiment was to allow the light at necessary floors and provide shade for rest of the facade. This conceptual facade was modeled by me and is in initial stages of discussion with the client. T

9|Grand Imperia Interior A organic vault design was envisioned as a facade for this 3-star hotel using renaissance . A dark colored interior was imagined to couple with golden arches, railings and curtain walls which is all tied together visually by a grand central piece which acts as welcoming canopy. The board leaf print on walls brightens the dark interiors with tropical vibes and playfulness.

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10|Notions of India The resilience pavilion is an outdoor sculpture that commemorates the struggle we have gone through in overcoming this pandemic as a Nation. It’s form represents an intertwining 3d domino which looks unstable and is at the point of collapsing but is held together by the strong shoulders of the frontline warriors. This sculpture is dedicated to our doctors, nurses, policemen, waste collectors and all the other front-line workers. The sculpture has two parts to it. A3-dimensional domino made of rectangular MS tubes of size 50mm x 100mm in a layer that is connected by a 200mm dia MS hollow pipe.

The structure is anchored to the ground on concrete footings and is held in position by Steel ropes in tension representing resilience.

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02 Academic - Team Meta(x)is Aerial Connectivity Postgraduate Thesis’24 Tutors : Dr. Theodore Spyropoulous, Apostolos Despotidis, Octavian Mihai Gheorghiu, Hanjun Kim Group work, Term 2-4 Software used : Houdini - VEX , Unity, Rhino 7, Grasshopper - Custom C# Plugin development - Karamba - Kangaroo - HouGH - Custom GCode script, Arduino, Blender, Redshift

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1|One line as phenomenon The studio’s agenda revolves around examining elemental phenomena as a form of technology. Our research focuses on the Silkworms by trying to understand how they spin their network collectively. Our focus lies within a micro-organism that deposits liquid, which solidifies upon contact with air, creating a line. Upon closer inspection, this line represents the manifestation of two elements: liquid and air. The phenomenon arises from the interaction of these two elements, originating from the silkworm and its body movements. The silkworm utilizes the stretchy and sticky behavior of its silk line to construct an enclosed volume for itself. This fascinating phenomenon sparked our curiosity and led us to perceive it as a potential architectural methodology for creating networks. We envision our project as a methodology for creating elevated habitable spaces using lines. This concept of space presents us with a unique opportunity to establish connections within an existing urban context, fostering building-to-building connections across multiple layers to enhance accessibility. The silkworm utilizes its silk thread as an interface with its environment. Through instinctual spinning, it forms a continuous line that acts as both a protective cocoon and a means to sense its surroundings. This thread connects the silkworm to the world, allowing it to adapt and thrive in its habitat. For a silkworm, which is blind and can only feel its environment by its touch, its scan of the environment is its context. The silkworm uses its body as ruler to find the suitable anchor points to start building the scaffold, that will support it and the cocoon.

+ Spinning as Progressive system

Scaffold

Infill

Cocoon

No. of cocoon : 1

No. of cocoon : 1

No. of cocoon : 2

No. of cocoon : 3

No. of cocoon : 4

Scaffold

Infill

Cocoon

No. of cocoon : 1

No. of cocoon : 1

No. of cocoon : 2

No. of cocoon : 3

No. of cocoon : 4

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+ Multi-scalar sticky line system

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Day 02

Day 05

Day 10

Day 02

Day 05

Day 10

Day 02

Day 05

Day 10

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+ Spring Particle system

+ Understanding the line bundling as spring particle system

In a particle spring system, the properties of the springs play a critical role in determining the behaviour of the particles. Similarly, in silkworms, the properties of the silk fibres produced during cocoon spinning are essential in determining the structure and strength of the cocoon. The silkworm uses its silk gland to produce a continuous fibre, which it weaves into a cocoon through a series of coordinated movements.

The properties of the silk, including its strength and elasticity, enable the cocoon to protect the developing silkworm and promote its survival. By understanding the properties of springs in particle spring systems, our research can gain insight into the physical properties and behaviour of the silk line produced by the silkworm.

Zoom in of Silk lines

Zoom in of Spring Particle system

Condition;

Point Cloud

Frame 50

Condition : Adjacent faces

Point Cloud

Frame 50

Frame 100

Zoom in of Spring Particle system Frame 100

Condition : Adjacent faces

Point Cloud

Frame 50

Frame 100

Condition : Corner adjacent faces

Point Cloud

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Frame 50

Frame 100

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+ Tape as a Proxy Material Second floor AADRL Tapes used : 10 tapes - 650 meters

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Bedford Square Tapes used : 20 tapes - 1300 meters

AA Terrace Tapes used : 100 tapes - 6500 meters

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+ Structurally informed agent based system

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+ Interweaving, Micro-conneciton and Hatching

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+ Generative Goal lines system

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+ Material Deposition startergy using Glue gun

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+ Printing Agent - Three different scale Printer 1 - 400 mm tall

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Printer 2 - 1800 mm tall

Printer 3 - 2000 mm tall

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+ Printing Agent Setup in a Urban context

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+ Stress Analysis based Material deposition

+ Analysis of part section of Highline

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03 Academic - Team Epigenesis Functionally Graded Material Postgraduate - Workshop 2 - 2023 Tutors : Dr. Shajay Bhooshan, Adriana Lopez, Leo Beiling Group work, Term 1 Software used : Alice - C# scripting, Maya, Rhino 7, Grasshopper - Custom C# Plugin development - Karamba - Kangaroo - Custom GCode script, CURA slicer

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200 lines of code The workshop workflow started by designing the iterations in Maya based on platonic, surface and node based modules that can be aggregated by voxel method. The below is the catalogue of modules designed, after which aggregation between different types of modules were experimented.

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+ Code to High Poly Maya model

+ Aggregation catalogue

+ Genotype Phenotype module aggregation

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+ Lattice adjustment of the strongest iteration

+ Final 3D printing data

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03 Academic - Team Three Legs Geometry using Physics Postgraduate - Workshop 1 - 2023 Tutors : Dr. Shajay Bhooshan, Leo Bieling, Adriana Lopez Software used : Rhino 7, Grasshopper - Custom C# Plugin development - Karamba Kangaroo - , Cura Slicer, Keyshot

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Geometry using Physics

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+ Final Protoype Since, most our one leg iteration was very unstable while load testing, we understood we need more legs to make the model stable. So, we digitally aggregated one leg model to two and three leg model to run load stress simulation on them. A surface frame iteration of the strongest one leg iteration ( Iteration 2 ) was made to understand the difficulties in fabrication and get data from the preliminary load test. This surface model also helped us optimize the Gh script to calculate for 150 plus surfaces.

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04Academic - Individual

Plug and Play Matrix Co-living and Co-working Vertical ecosystem for millennial Undergraduate Thesis’21 Tutors : Prof. Rajeev Agarwal, Prof. Suneet Mohindru Individual work, Semester 10 Software used : Autodesk Maya, Rhino 7, Grasshopper - Ameba, Lunchbox, Karamba, Lumion 10, Keyshot 9

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Plug and Play Matrix

+VERTICAL ECOSYSTEM

+SHARED SPACE

+MODULAR APPROACH WORK

Plug and Play Matrix is an social hub for the millennial, this project aims to create coherent and vibrant hub by promoting shared living, encouraging community participation and creating convenient city lifestyle. The Matrix will promote a community living where the residents can live, work together and play together, this new way of city living aims at creating new human interaction and relationships through the architecture of its space. The social facilities and communal spaces are dispersed vertically, addressing the devoid of open pubic spaces in high-rise towers.

WORK

+ Concept

WORK

LIVE LIVE

WORK

WORK LIVE

LIVE

WORK

osmosis The dispersed location of work place, live space and leisure space at differebt nodes of Delhi NCR.

+ Area Programme

+ Site

Three landmarks around the site and HT transmission tower in the site dictates the flow through the site. The angle of unobstructed view on the northwestern side and south western side allows for higher built-up there. The intuitive circulation from the northwest end of the site to the southeast end of the site forms the spine of site, with the main pedestrian circulation. From the spine circulation, pedestrians can access the central core for the vertical circulation. The public drop-off is zoned on the eastern and western edge of the site for the public pick-up.

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Sinuous curves

Millennial hub

Contextual forces

Overlapping lines of the contextual forces directs the buildup at the ground, the lines spiral up exemplifying the flexuous curves of the tower. The exposed exoskeleton of the tower weaves the tower to the retail through series of public spaces and shared spaces, the landscape bridges the site and beyond.

As a millennial hub on a the urban fabric, the shared spaces acts a vantage for a better human interaction, which can be revitalized by osmosis through the spaces.

When the architecture of the shared space becomes the semipermeable membrane, allowing people to move both vertically and horizontally.

The sketches explore and experiment with the contextual forces that define the site and vertical form, here is when the idea of these forces swirling up to form a twisted form was born. The initial stage of design response was to create a intuitive site plan approach reacting to the solar radiation, pedestrian movement and wind flow.

01 Reduce solar gain

02 Optimizing wind + view

03 Pedestrian axis

04 Twisting the base

05 Extended fluid mass

06 Pleated facade

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N

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Field lines

Base grid

Circle Packing with spin

Field lines

Retail fluid mass Attractor points

Base grid

Area grid

Populating the surface

Distributed Network

Decentralized retail network

Four Public zones

Decentralized , Self healing network

Service floor Sky lounge Premium Co-living

+

Service floor

+

+

Co-living units

+

Co-living units

Co-working

+

+

+

Shared spaces

+

+

Public spaces

+

Retail

Massing

Vertical zoning

Network diagram

Flow dynamics

Retail

Office

Retail

Office

Shared space

Co-working

Leisure

Residence

Leisure

Residence

Co-living units

Retail

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Most

Degree of Privacy Least

Private

Public

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58th floor Viewing Deck

55th floor Sky Lounge

D

26th floor Co-living units

C

A Co-working

B Shared amenities

C Co-living

D Sky lounge

21th floor Common amenities

B

Co-working

10th floor

A

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+ Shared space catalogue

Viewing Deck

+ Dwelling unit construction

112 m2

112 m2

112 m2

788 m3

788 m3

1210 m3

2 floors

112 m2

112 m2

En-suite unit

Studio unit

40.5 m2

36 m3

Double sharing unit

Four sharing unit

81 m2

144 m2

112 m2

Sky Lounge 4 floors

788 m3

403 m3

788 m3

112 m2

112 m2

112 m2

+ Dwelling unit construction

Co-living units 15 floors

788 m3

788 m3

788 m3

+ Co-working spaces catalogue Common amenities 4 floors

+ Level of Privacy Co-working 10 floors

Retail 3 floors

Basement 3 floors

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+ Structural system

+ Outrigger floor

+ Solar radiation study

Shadow analysis

+ Facade

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+ Exploded Facade system

Solar radiation analysis

South west facade

South east facade

North east facade

North west facade

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Inside a private room

Theatre on shared space level

High garden area

Common lounge inside coworking

Retail Atrium

Plug and Play in night // JAYANAVEENAA // PORTFOLIO 2024

Open lounge in office level

Office space

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05 Academic - Group PINNA

ICC International Cricket Stadium, Ghaziabad Tutors : Dr. Ranjana Mittal(HOD), Ar.Manish Gulati(M:OFA studios), Ar.Anuj Modi(IAAC, M:OFA studios) Team work, Semester 7 Software used : Rhino 6&5, Grasshopper - Ladybug,Lunchbox, Karamba, Lumion 11, Keyshot 9

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2nd Prize INSDAG NATIONAL LEVEL STUDENT ARCHITECTURE COMPETITION National Jury - 2nd Prize Regional Jury - First Prize

2

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PINNA - CRICKET STADIUM The international cricket stadium designed at Ghaziabad, Uttar Pradesh has been conceptually intertwined with the local culture of the place and will give a new meaning to the social life of the local residents. The international cricket stadium gets its inspiration from the hand-stitched cricket leather balls, mainly made from India and Pakistan. The stadium has a capacity of 45,000 people and non-match day facilities flanked all along its basement to keep the stadium functioning and earnings for its maintenance. The stadium boasts a suspended tensile member roof, suspended from the two iconic arches which will act as a landmark of the place. The landscape and the envelope of the stadium is meticulously designed to inspire, accommodate and entertain the spectators.

stitched +Hand cricket ball

Quarters + 3 +4layers of stitch/ seam

as +Stadium abstraction of a cricket ball

AIRPORT SITE

01 Reminiscent of Indian craft

02 Geometry of Cricket ball

03 Deconstruction

The concept of the stadium is the inspiration of the traditionally hand-stitched leather cricket ball made in India.

The stadium inherits the geometry of the cricket ball in numerous aspects like the arch, the fin, and the roof.

The stadium is deconstruction of cricket ball into its elements, which are held together by stitches.

04 Oneness - tied together

05 Seam of stitches

WORK

06 Social hub LIVE LIVE

The oneness of stadium is emphasized by the stitches which holds different the elements of the stadium together, which counteracts the external forces acting on the structure similar to the cricket ball.

01

The bowl extrusion in the site. The bowl has two stands, both contacted directly to the concourse.

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The abstraction of the idea of a stitch in a way, which shows up to the public as well as spreads along the ground, which in turn serves as an experience for the public walking into the stadium.

The stadium houses secondary sports facilities and recreational activities which activates the stadium during non- match days, thus maintaining a constant flow of revenue.

02

03

The fin/envelope around the bowl, which is stitched to ground using abstracted stitch pattern.

The iconic arch is erected from ground, which are inclined at 40 degree from vertical axis.

04

The roof which resembles other 2 quarters of the ball, is fixed to the arch at the ends.

05

The fixed roof is suspended from the two iconic arches using tension cables.

06

The bracings grounds the whole structure system and also acts as a dynamic elevation for the stadium.

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Iconic Arch The arch is made up of four hollow circular steel sections of 1.8 mts diameter, which are strengthen by truss members of steel hollow sections of 0.6 diameter.

Suspension Cable The suspension cables resemble the 1st layer of seam, which ties the structural core to the leather. The suspension cables are steel suspension cables which are 0.15 mts diameter.

Roof Intitutive Sketch The stitch between the two iconic arch is an intuitive design approach to hold the falling apart arches. These are steel tension cables of 0.4 mts diameter.

Fin The stitch envelope bracings holds the fin, which resembles 2 quarters of the cricket ball. The fin is made of perforated steel panels

The ruffled roof is made up of steel ribs, above which PTFE coated Fiberglass Fabric is stretched and fixed to the ribs using hook and tension cable.

Stitch Bracings The bracings of the stadium is an abstraction of the 2nd layer stitch on the cricket ball which stitches the stadium down to the ground, metaphorically. These are Tapering hollow circular section with 1.5 mts diameter at the bottom to 0.8 mts diameter at the top.

SECTION BB’

Landscape

The landscape is designed to disperse the huge crowd during match time. The quadrilateral stepped platform is designed to accommodate people during checking, under the shade. The riser of 300 mm high acts as a seating belt all around the quadrilateral.

SECTION AA’ // JAYANAVEENAA // PORTFOLIO 2024

Multi-level Parking

The multi-level car parking follows a stepped up hierarchy to respond to the massing of the stadium. The stepped terrace will accommodate a plaza during match days, and a terrace garden for the locals during non-match days. The terrace overlooks the stadium, people get a grand view from the drop-off, the central ramp directs the spectators to the concourse through the plaza.

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300 LONG BOLT FASTENERS 50 THICK BASE PLATE

120 THICK HOLLOW CORE RIBBED SLAB

250 THK STABILISED SCREED BED

300 LONG BOLT FASTENERS SECONDARY I-SECTION OF WEB LEGTH=700 FLANGE WIDTH=200 I-SECTION OF WEB LEGTH=900 FLANGE WIDTH=300 PRE-FABRICATED STEEL Y-JUNCTION

1800X3700 CONCRETE PEDESTAL 480 THICK PILE CAP PI;LE FOUNDATION EXTEND TILL BED ROCK

DETAIL A FOUNDATION DETAIL SCALE 1:100

TOUNGUE AND GROOVE JOINT OF THE SEATING BEAM AND COLUMN

DETAIL C . SCALE 1:50 EAST STAND TERMINTION

DETAIL B SCALE 1:50

PRODUCED BY AN AUTODESK STUDENT VERSION

PRODUCED

BY AN AUTODESK STUDENT VERSION GALVANISED STEEL CLEATS 200 THK STEEL SECTIONS AS RAFTERS

I-SECTION OF WEB LEGTH=800 FLANGE WIDTH=300

71,85

300 LONG BOLT FASTENERS 50 THICK BASE PLATE

ANGLE WELDED TO THE STEEL SECTION 900 DIA, 100 THK TUBULAR EXTRUSIONS

250 THK STABILISED SCREED BED

120 THICK HOLLOW CORE RIBBED SLAB

DETAIL A FOUNDATION DETAIL SCALE 1:100

250 THK STABILISED SCREED BED

FASTENER FOR THE TRUSS PI;LE FOUNDATION EXTEND 480 THICK PILE CAP

TILL BED ROCK

SECONDARY I-SECTION OF WEB LEGTH=700 FLANGE WIDTH=200 I-SECTION OF WEB LEGTH=900 FLANGE WIDTH=300

480 THICK PILE CAP PI;LE FOUNDATION EXTEND TILL BED ROCK

DETAIL E, SCALE 1:50 DETAIL B PRIMARY MEMBER AS SCALE 1:50 PURLIN

FASTENER FOR THE TRUSS

TOUNGUE AND 800GROOVE HIGH HAND RAIL JOINT OF THE SEATING BEAM AND COLUMN

DETAIL A FOUNDATION DETAIL SCALE 1:100

240 THK STEEL PRE-FABRICATED STEEL SECTION AS WEB MEMBERS Y-JUNCTION

TK-18 CABLE TO HOLD THE SERVICE CORRIDOR

120 THICK HOLLOW CORE RIBBED SLAB

120 THICK HOLLOW 1800X3700 CONCRETE PEDESTAL CORE RIBBED SLAB

50 THICK RIVETS

PURLIN

1800X3700 CONCRETE PEDESTAL

DETAIL D SCALE 1:50 ROOF TERMINATION

1200 WATT FLOOD LIGHTS

300 LONG BOLT FASTENERS 50 THICK BASE PLATE

2000 DIA STEEL 50 THICK RIVETS SECTION AS PRIMARY 300 LONG BOLT FASTENERS

PRE-FABRICATED STEELJUNCTION

I-SECTION OF WEB LEGTH=900 FLANGE WIDTH=300 50 THICK BASE PLATE

PRIMARY PURLIN

I-SECTION OF WEB LEGTH=800 FLANGE WIDTH=300

TK-18 GALVANISED STEEL ROTATION RESISTANT 80 MM DIA CABLE

DETAIL C . SCALE 1:50 EAST STAND TERMINTION

70 THK STEEL SECTION FOR BRACING

DETAIL F SCALE 1:50

50 THICK RIVETS

50 THICK RIVETS 300 LONG BOLT FASTENERS

PRE-FABRICATED STEELJUNCTION

I-SECTION OF WEB LEGTH=900 70 THK STEEL FLANGE WIDTH=300 SECTION FOR BRACING 50 THICK BASE PLATE

PRODUCED BY AN AUTODESK STUDENT VERSION

FULL LOCKED COIL CABLE OF 135 DIA IN GALVANISED STEEL

STEEL FLANGE AS TERMINATION 240 DIA TUBULAR STEEL EXTRUSION BUTTRUSS ANGLES

209,9

PRODUCED BY AN AUTODESK STUDENT VERSION

STAINLESS STEEL CLAMPS

SECONDARY I-SECTION OF WEB LEGTH=700 FLANGE WIDTH=200 I-SECTION OF WEB LEGTH=900 FLANGE WIDTH=300 PRE-FABRICATED STEEL Y-JUNCTION

TOUNGUE AND GROOVE JOINT OF THE SEATING BEAM AND COLUMN

DETAIL C . SCALE 1:50 EAST STAND TERMINTION

DETAIL B SCALE 1:50

370 DIA STEEL SECTION

Tapering steel hollow circular sections to support the fin, 1500mm dia. at bottom and 300 mm dia. at top

120 THICK HOLLOW CORE RIBBED SLAB

4 constituent arches of the iconic arch

Ruffled roof imitating the leather of the ball

PRODUCED BY AN AUTODESK STUDENT VERSION

STAINLESS STEEL CLAMPS

PRODUCED BY AN AUTODESK STUDENT VERSION

ANGLE 70 THKWELDED SUPPORT TO BUTTRUSS 50 THICK PLATE THE STEELBASE SECTION 900 DIA, 100 THK TUBULAR EXTRUSIONS CONCRETE PEDESTAL TO ANCHOR THE ARCH BASE PLATE

DETAIL D SCALE 1:50 ROOF TERMINATION

TK-18 CABLE TO HOLD THE SERVICE CORRIDOR

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THE TRUSS

THE STEEL SECTION 1800X3700 CONCRETE PEDESTAL 900 DIA, 100 THK 480 THICK PILE CAP TUBULAR EXTRUSIONS

FASTENER FOR THE TRUSS

DETAIL D 240 THK STEEL SCALE 1:50 SECTION AS WEB MEMBERS ROOF TERMINATION

800 HIGH HAND RAIL

PI;LE FOUNDATION EXTEND TILL BED ROCK

TK-18 CABLE TO HOLD TK-18 GALVANISED THE SERVICE CORRIDOR STEEL ROTATION RESISTANT

DETAIL A 70 THK STEEL FOUNDATION SECTION FORDETAIL BRACING SCALE 1:100

80 MM DIA CABLE

DETAIL F SCALE 1:50

370 DIA STEEL SECTION

DETAIL B SCALE 1:50

DETAIL OF THE ARCH CONNECTING TO THE GROUND SCALE- 1:250

PRODUCED BY AN AUTODESK STUDENT VERSION

THE ARCH MEMBERS COME IN JUNCTION IN THE CASING 19000 LONG CASING OUT OF HIGH CARBON STEEL

FULL LOCKED COIL CABLE OF 135 DIA IN GALVANISED STEEL

2000 DIA STEEL SECTION AS PRIMARY PURLIN

SECONDARY I-SECTION OF WEB LEGTH=700 FLANGE WIDTH=200 I-SECTION OF WEB LEGTH=900 FLANGE WIDTH=300 240 THK STEEL SECTION AS WEB MEMBERS PRE-FABRICATED STEEL Y-JUNCTION

1200 WATT FLOOD LIGHTS

FASTENER FOR THE TRUSS FASTENER FOR THE TRUSS 800 HIGH HAND RAIL

TOUNGUE AND GROOVE JOINT OF THE SEATING BEAM AND COLUMN

PRIMARY PURLIN 1200 WATT FLOOD LIGHTS

70 THK STEEL SECTION FOR BRACING 2000 DIA STEEL SECTION AS PRIMARY PURLIN

FASTENER FOR THE TRUSS FASTENER FOR THE TRUSS

PILE CAP

CONNECTING TO THE GROUND SCALE- 1:250

370 DIA STEEL SECTION

SCALE 1:50

GALVANISED STEEL CLEATS 200 THK STEEL SECTIONS AS RAFTERS

CONCRETE PEDESTAL TO ANCHOR THE ARCH BASE PLATE

DETAIL D PILE FOUNDATION TO THE SCALE 1:50 HARD ROCK ROOF TERMINATION DETAIL OF THE ARCH

TK-18 GALVANISED STEEL ROTATION RESISTANT 80 MM DIA CABLE

DETAIL C . SCALE 1:50 EAST STAND TERMINTION DETAIL F

Perforated steel panels are fixed to the above steel bracings

STAINLESS STEEL CLAMPS

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ANGLE WELDED TO THE STEEL SECTION 900 DIA, 100 THK TUBULAR EXTRUSIONS

70 THK STEEL SECTION FOR BRACING

DETAIL E, SCALE 1:50 PRIMARY MEMBER AS PURLIN

70 THK SUPPORT BUTTRUSS 50 THICK BASE PLATE

PRODUCED BY AN AUTODESK STUDENT VERSION

DETAIL OF THE ARCH CONNECTING TO THE GROUND SCALE- 1:250

STEEL FLANGE AS TERMINATION 240 DIA TUBULAR STEEL EXTRUSION BUTTRUSS ANGLES

PRIMARY PURLIN

120 THICK HOLLOW CORE RIBBED SLAB

800 HIGH HAND RAIL

240 THK STEEL SECTION AS WEB MEMBERS

TK-18 CABLE TO HOLD THE SERVICE CORRIDOR

DETAIL E, SCALE 1:50 PRIMARY MEMBER AS PURLIN

TK-18 GALVANISED STEEL ROTATION RESISTANT 80 MM DIA CABLE

70 THK STEEL SECTION FOR BRACING

DETAIL F SCALE 1:50

370 DIA STEEL SECTION

PRODUCED BY AN AUTODESK STUDENT VERSION

PILE CAP PILE FOUNDATION TO THE HARD ROCK

THE ARCH MEMBERS COME IN JUNCTION IN THE CASING 19000 LONG CASING OUT OF HIGH CARBON STEEL

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CONCRETE PEDESTAL TO ANCHOR THE ARCH BASE PLATE

PRODUCED BY AN AUTODESK STUDENT VERSION

70 THK SUPPORT BUTTRUSS 50 THICK BASE PLATE

50 THICK RIVETS 300 LONG BOLT FASTENERS

120 THICK HOLLOW FASTENER CORE RIBBEDFOR SLAB

SECTION AS PRIMARY250 THK STABILISED SCREED BED ANGLE WELDED TO PURLIN

DETAIL E, SCALE 1:50 PRIMARY MEMBER AS PURLIN

PILE CAP PILE FOUNDATION TO THE HARD ROCK

AS TERMINATION I-SECTION OF WEB LEGTH=800 FLANGE WIDTH=300 240 70DIA THKTUBULAR STEEL PRE-FABRICATED STEELJUNCTION STEEL EXTRUSION SECTION FOR BRACING 300 LONG BOLT FASTENERS 50 THICK BASE PLATE BUTTRUSS ANGLES 2000 DIA STEEL

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240 DIA TUBULAR STEEL EXTRUSION BUTTRUSS ANGLES

19000 LONG CASING OUT OF HIGH CARBON STEEL

PRODUCED BY AN AUTODESK STUDENT VERSION

FULL LOCKED COIL CABLE OF 135 DIA IN GALVANISED STEEL

THE ARCH MEMBERS STEEL COME FLANGE IN JUNCTION IN AS TERMINATION THE CASING

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PRODUCED BY AN AUTODESK STUDENT VERSION

GALVANISED STEEL CLEATS 200 THK STEEL STEEL FLANGE SECTIONS AS RAFTERS

PRODUCED BY AN AUTODESK STUDENT VERSION

GALVANISED STEEL CLEATS 200 THK STEEL FULL LOCKED COIL SECTIONS AS RAFTERS CABLE OF 135 DIA I-SECTION OF WEB LEGTH=900 PRIMARY PURLIN IN GALVANISED STEEL FLANGE WIDTH=300 1200 WATT FLOOD LIGHTS 70 THK STEEL 50 THICK BASE PLATE SECTION BRACING 50FOR THICK RIVETS

STAINLESS STEEL CLAMPS

Assembled fin with the bracings

PTFE coated fiber glass fabric 4 hollow steel sections of 1800 mm diameter and 100 men thick

800 mm diameter hollow steel section

PRODUCED BY AN AUTODESK STUDENT VERSION

THE ARCH MEMBERS COME IN JUNCTION IN THE CASING 19000 LONG CASING OUT OF HIGH CARBON STEEL 70 THK SUPPORT BUTTRUSS 50 THICK BASE PLATE

CONCRETE PEDESTAL TO ANCHOR THE ARCH BASE PLATE PILE CAP

Assembled arch tied together at the ends

PILE FOUNDATION TO THE HARD ROCK

DETAIL OF THE ARCH CONNECTING TO THE GROUND SCALE- 1:250

PRODUCED BY AN AUTODESK STUDENT VERSION

FIN BRACING

ICONIC ARCH

SUSPENDED ROOF SYSTEM

Fin Four member truss arch Suspension cable

North stand

Section through seating and entry

// JAYANAVEENAA // PORTFOLIO 2024

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1

Sectional Model

4

Etching on Acrylic glass

2

Stadium model

3

1

Front elevation

2

4

// JAYANAVEENAA // PORTFOLIO 2024

3

3d printed roof +arch

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07 Workshop - Individual

T i m b e r Te c t o n i c s Workshop : Timber Tectonics at CAADFutures 2021 Tutors: Alicia Nahmad, Vishu Bhooshan, Hendry David Louth ( ZHACODE ) Software: Rhino 7 + 3DGS plugin, Maya 2018 + Maya Z polytopals plugin

3d Graphics statics is form finding method to generate spatial structures, using polyhedron reciprocal diagrams. The philosophy of using reciprocal diagrams to understand the form and force components of a structure surprised me with the potential it holds. Graphic statics is a powerful method for the design and analysis of structures that, by using force polygons and simple geometric construction techniques, it provides intuitive visual information about the relation between form and forces of a structural system. I also like the semiology of the output structures from this plugin, since there are hierarchical branches in the way force travels down from top. // JAYANAVEENAA // PORTFOLIO 2024

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08 Personal work

Gh Kangaroo + Python

// JAYANAVEENAA // PORTFOLIO 2024

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Frei Otto series

// Kangaroo simulation of tensile fabric based on tensile explorations carried out by Frei Otto

A custom python node was coded for processing english bond wall for any given surface in 1, a G h P y t h o n c o d i n g //custom python code was coded to animate all the parts together in 2 and 3 Brick wall

3D Graphic statics

Brick wall

Mesh relaxation

Mesh relaxation + Strip Morphologies

// JAYANAVEENAA // PORTFOLIO 2024

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08 Personal Work

09 Workshop - Individual

Tw i s t e d To w e r

Finite sinuosity

The twisted tower is concept which imagines a sinuous flow through the form of a high-rise tower. This form exploration is also an vivid imagination of how fluid forms interact and expand above the ground.

The connections, voids and curves along the tower adds lot of drama to the spatial experience.

Fluidity 1.0 + Fluidity 2.0 workshop Tutor : Mariana Cabugueria (ZHA, AA DRL) Organizer : Futurly (Online) Software : Maya 2018 + Arnold + Keyshot 9

Software : Maya 2018 + Arnold + Keyshot 9 // JAYANAVEENAA // PORTFOLIO 2024

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Thank you !!

Memory Block Houdini 2.0 - Procedural modeling workshop Tutor : Mümün Keser (UIBK Innsbruck) Organizer : Futurly (Online) Software : Houdini 18 + VEX scripting + Keyshot 9 // JAYANAVEENAA // PORTFOLIO 2024

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