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ARCHITECTURE ENGINEERING

ALBERTO ROSSETTO SELECTED WORKS

port folio


1. 2. 3. 4. 5.

MASTER DEGREE THESIS Architecture

MASTER DEGREE THESIS Enginnering

ARCHITECTURAL DESIGN 3 Fourth year exam

LANDSCAPE DESIGN 1 Fourth year exam

LANDSCAPE DESIGN 2 Fifth year exam


6. 7. 8. 9. 10.

IN-VENTO AWARD Competiton First prize

ADVANCED CONSTRUCTION DESIGN Third year exam

DESIGN OF REINFORCE CONCRETE STRUCTURE Fourth year exam

DESIGN OF STEEL STRUCTURE Fifth year exam

MANAGEMENT OF THE BUILDING SITE Fifth year exam


1.

MASTER DEGREE THESIS Architecture


DISTRUBUTED LEDGER


The thesis is part of ECO ANAUNIA project, a group of companies with the aim of economic growth through environmental improvement measures. The context is Val di Non, an area in the north of Italy. The first topic is how to create an energy community for energy sharing, which I resolve with the blockchain technology. To support the entire immaterial data system, I re-use an abandoned cement’s factory with new functions: minings, data server and museum. For the engineering part, I study a tensile structure and glass structures. Individual work.


A NEW LIFE

TA DA

o bi

am

Sc

o tic

ge

er

en


MINING

SERVER

Server e ASICs

N

Masterplan Scala 1:1000


CONCEPT


Demolition Consolidation Driveway Pedestrian crossing Pedestrian crossing

N

Masterplan Scala 1:1000


MASTERPLAN


Museum

Panoramic view Server and ASICs

Museum hall Coworking Bar and Service

Artist’s house and Atelier

Office

N

Exhibitive silos

SCALALimitative 1:1000silos

Comunicative silos

N

Masterplan Scala 1:1000


2.

MASTER DEGREE THESIS Engineering


3,94

2,58 15,2

2,58

4,58

7


TENSILE STRUCTURE


Carrying Cable

Stabilizing Cable

Work Load

Fixed value

Work Load

Fixed value

Dead load Cover load Snow load

Deflection Length

Dead load Prestress

Deflection

L0 q

Prestress

L0 q

Length

Form verification

Stato 0 Δf ≤ Δflim Stato 1 Δf ≤ Δflim Stato 2 Δf ≤ Δflim Stato 3 Δf ≤ Δflim

VERIFIED

NOT VERIFIED

The tensile structure is designed with a cable girders structure through supporting elements in tubular steel. Since tensile structures are a “light structures” operating in the non-linear field, it is necessary to verify the ultimate limit states and the variations of the architectural form, in different load phases.


STRUCTURAL GLASS FLOOR


3,8

5

6

1,6

The structural glass floor is projected and checked followed the CNR DT 210/2013. To calculate the thickness I use the EET (Enhanced Effective Thickness) method.

Heat strengthened glass

0,7 0,7

13 13 13

40

Interlayer SGP


3.

ARCHITECTURAL DESIGN 3 Fourth year exam


ROCK NATURE

SUSPENDED ROCK LANDSCAPE

REGULAR SHAPE STATIC

SHAPE DYNAMIC PLASTIC


Students were called to project the new Chalet Fiat, 2100 above s.l., in Dolomiti mountains. The building should include a self -service restaurant, a luxury restaurant and different bedrooms. The first issue is the different context where the project is developed, the mountain. The second is the presence of dynamic flows (ski) and static flows. Group Project, three members. I have developed the architecture’s concept and designed the restaurant which was composed by self-service area, restaurant and kitchen. I also projected the hall and the bedrooms.


4.

LANDSCAPE DESIGN 1 Fourth year exam


The brief is a strategy for the urban decay in the west of Trento, Italy. The students should propose a project to connect the area with the city, increasing the relationship between the people and the river and also proposing a new green vision for Trento. The project consists in three main layers: one layer covers all the strategies spread over the area, another one deals with connections to the center and transversal directions, the last one relats to the longitudinal network, in order to build a river park. Group Project, 3 members. My job in the team was to design and project the masterplan and also follow the graphics and work in post production for the render.


Area 1 impact on neighbouring areas lawn

accessibility

trees

building

natural green

The strategy consists in the continuation of the infrastructural fabric inside the macro area through the recovery and enhancement of the interstitial spaces.

flexibility

Area 2 impact on neighbouring areas lawn

accessibility

trees

building

natural green

The strategy involves interventions that the buildings and the large square are converted without being demolished to create a space for public use.

flexibility

Area 3 impact on neighbouring areas lawn

accessibility

trees

The strategy involves cleaning the old structures and morphological modeling in order to create a space that can be used for concerts or events, which requires for their nature to have to play away from the central areas of the city.

building

natural green

flexibility


New bus station south of Trento, responsible for the city’s transport system.

The site is configured as a hub where different types of services are located, from urban gardens to sports services.

Hub for of cycle and pedestrian road in Fersina. The site is artificially modeled to obtain a “natural stadium”.


5.

LANDSCAPE DESIGN 2 Fifth year exam


Regeneration of an urban area in the outskirts of Trento with a kids area, cinema and community garden. There are many ways to illustrate an Architecture presentation. In this exam, I have decided to write an architecture’s comic strip. A different method to describe the project. In my university career, I always tried different ways to describe projects, to understand how communicate with people about architecture or engineering. Individual work


6.

IN-VENTO AWARD Competiton First prize


SAWT- Sail Augmented Wind Turbine

EFFICIENCY In comparison with a standard bare horizontal axis turbine, the augmented energy efficiency may permit the production of an energy surplus.

14.7% 219 0.9% 10.7% 52 0.2% 5.5% 759

credit

7 8

12

1.2%

9

1.2% third

time

11

0.9%

revenue12in 6 years

0.2%

3 6

100% conventional revenue

9

+30%

10

+111

0.9%

52

12

0.2%

100%

219

secondary structure

payback 52be addressed 0.2% The energy +50% surplus may to other close urban contests. According time to wind frequency distribution, the energy could be also used for the SAWTs enlightment. which allows night visibility of the town such as a lighthouse to an harbour. 12

+50%

years

100% 100%

initial investement cost

Bike LAB

100%

Public Sofa +50%

3

Music Hub

Tech Station

conventional revenue

turning platform years

Public Sofa

Bike LABBike LAB Bike turningLAB platform

Music initial HubMusic investement Hub cost Music Hub

hollow profile mast

Public Sofa Public Sofa Public

Tech Station Tech WIND Station ROSE Tech

hollow turning profile mast platform turning platform turning

Station N

Sofa

NE

Tech Station

platform

ENE

turning platform

+1

0

Music Hub

hollow profile mast

23

LIVING

Bike ETFE film LAB

structu

revenue in 6 years

Tech Station

6

Public Sofa

debt

Bike LAB

secondar structur secon struc seconda

third party energy sale revenue stream

horizontal axis wind turbine

+50% 100%

+50% +50%

Music Hub

965

ETFE film secondary structure

100%

11 12

52 0.9% 0.2%

ETFE fi secondary structure

965

219

6

11

52

debt

237

5

party energy10 100% sale revenue stream

237 payback 219

4

9 10

+18

ETFE film ETFE

ETFE film

790

16.2% 16.6% 1.2%

100%

7

790

948

1030

379

6

675

5.5% 673 237

PAYBACK PROGRAM

15.8% 8

190

10.7% 759

5

+1 +50%

675

1030

4

15.8%

+30% 16.2%

16.6%

ETFE film

675

673

5 16.2% 948 energy efficiency wind speed 14.7% 6 673 16.6% kWh/year distribution 1030 m/s 10.7% 3 18.2%7 92 948 14.7% 5.5% 759

horizontal axis wind turbine

+50% +50% +1 +50% +1 +30% +1 +30% +1 +30% +1 100% +1 100%

+50% energy efficiency wind speed +1 efficiency kWh/year distribution energy wind m/sspeed kWh/year 18.2% 3 m/s distribution +30% 92 energy efficiency wind speed 18.2% 92 15.8% 4m/s 3 kWh/year distribution 190 +1 15.8% 9216.2% 18.2% 190 53 4 379 100% 16.2% 379 15.8% 190 64 5 673 16.6% 673 379 16.2% 16.6% 75 6 948 14.7% 6 7 673 16.6% 948 8 1030 10.7% 14.7% 7 8 948 1030 14.7% 10.7% 9 5.5% 759 8 9 1030 10.7% 5.5% 759 10 237 1.2% 9 10 5.5% 759 237 1.2% 11 219 0.9% 10 237219 1.2% 0.9% 12 11 52 0.2%

credit

190 379

4

15.8%

190 379

+1

ENERGY ENERGY REQUIREMENTS ENERGY REQUIREMENTS REQUIREMENTS

energy efficiency wind speed +50% distribution kWh/year m/s 3 18.2% 92

horizontalhorizontal axis wind axis wind turbine turbine

ENERGY REQUIREMENTS

=

ENERGY REQUIREMENTS

year

energy efficiency wind speed kWh/year distribution m/s 3 18.2% 92

ENERGY REQUIREMENTS

4400

kWh 4400 yearkWh = 4400 = year kWh 4400 = year

790

Low wind speed site and biannual season wind direction have led to the choise of diffuser-augmented wind turbine. As sailboats go forward thanks to wind, so ducted turbines start because of the acceleration of the stream wind speed kWh close to the diffuser. kWh 4400 = 4400 = year year SHAPE This new technology has been embedded with the more pronounced sign of San Nicolò harbour, that is sail. Shape research has been governed by awarness, kWh lightness and sociability parameters.

WIND ROSE N

W

0 23

secondary structure

E

NE

WIND ROSE SW

N

0

45

0 23

S

0

45

675

ENE

0

25

+1

E

W

NE

ENE

SW

E

W

0

45

0

45

0

25

S SW 45

0

45

0

25

S

0

turning platform WIND ROSE N 0

23

NE

ENE

W

E

+50%

SW 0 45

+

program

0

45

energy infrastructure

0

25

100%

S

INFRASTRUCTURE AS A LANDMARK The wind device SAWT is not only the best turbine in terms of efficiency due to the natural conditions of the site, but it is also designed to be a catalyst for people and a social attractor. In fact, thanks to the particular form which reminds to the sails, it gives identity and recognizability to the “doors” of Riva del garda. Social attractivity and energy efficiency are combined together, enhancing the urban landscape features.

wind park

=

INFRASTRUCTURE AS A DRIVER OF LANDSCAPE. The resulting composition would resemble a fleet of boats sailing together, driven by gusts of air flowing towards the sculpture. This effect is achieved through an understanding of the city’s wind roses, shaping the turbine according to the main wind currents and turning it into an adaptable light installations. The result is an inhabitable urban device, combining social interaction and sustainable energy production.

+50% +50%

+50%

+50% 100% 100%

100% +50% dispositivi inseriti percorso pedonale

WIND ROSE

100% 4400

100%

kWh year

=

percorso ciclabile energy efficiency wind speed kWh/year distribution m/s 3 18.2% 92 15.8%

190 379

673 948 1030

+50% +1 +30%

5

16.2%

6

16.6%

+1 100%

7

14.7%

8

10.7% 759

4

9

5.5% 237

1.2%

219

0.9% 52

0.2%

+50%

10 11 12

ENERGY REQUIREMENTS

PHASE 1: PILOT AREA

W

+50% 100%

Bike LAB

Music Hub

Public Sofa

Tech Station

0

45

0

45 0

PHASE 2: WIND PARK

SW

TOTAL SOUND PRESSURE

25

NOISE EMISSION

0 dB (470m) 0 dB (80m)

4.5 dB (170m)

5 dB (25m)

9 dB (60m)

10 dB (7.5m)

13.5 dB (21m)

15 dB (2.5m)

18 dB (7.5m)

20 dB (1m)

22.5 dB (2.5m)

30 dB

27 dB (1m)

ID: F9130


horizontal axishorizontal wind turbine axis wind horizontal turbine axis wind turbine

m film

ilm

965

790 790

675

675

675

965

790

ure

965

965

ry re ndary cture ary

hollow profile mast hollow profile mast hollow profile mast

horizontal axis wind turbine

The competition was an open call for project proposals integrating small energy generation systems using wind resource with the public light system of Riva del Garda. The goal was to promote experimental approaches in the use of the wind resource, in order to produce new landscape, architectural, design and engineering practices able to make energy and light generation more sustainable and with a positive impact on the landscape.

0 23

WIND ROSE WIND ROSE N WIND ROSE N N

0 23

NE

0 23

NE

NE ENE ENE

ETFE film

ENE E

W

E

W E

W

SW SW S S

675

00 4525 0 0 4545 0 45 0

S

0

45

0

SW

25

45

0

25

secondary structure

Group Project, 6 members. My job in the team was to plan the layout of project presentation and work in post-production the render.

turning platform

N NE

0

23

horizontal axis wind turbine

ETFE film

ENE

675

E

790

965

secondary structure

hollow profile mast

n turning platform

S

WIND ROSE N 0

23

NE

ENE

E

W

SW 45

0

25 0

45

0

S


7.

ADVANCED CONSTRUCTION DESIGN Third year exam


The brief is to develop a restaurant with parking, from the idea to the executive project. Also, the team should project water supply systems, electrical systems and aeration systems for the restaurant and also fire sprinkler system for the car parking. Group Project, three members. I developed the concept and the project. I designed the construction details. Also, I followed the project form the 1:200 to 1:5 scale.


8.

DESIGN OF REINFORCED CONCRETE STRUCTURE Fourth year exam


0

1

2

3

4

5

6

7

8

9

10


The project is a reinforced concrete structure for a university library. The students have to check, in serviceability limit states and ultimate limit states, the beam, the predalles concrete slab, the pilasters and the ramp of reinforced concrete stairs. Group Project, four members. I focused on studying the statics and variables action, also I have projected and checked in serviceability limit states and ultimate limit states predalles concrete slab and ramp of reinforced concrete stairs.


3 Ø24

3 Ø24 10 Ø24

Beam Sections Ø24

5,5

34 45

5,5

5,5 5,5

69

Ø10

80

5,5

69

Ø10

80

5,5

69

Ø10

80

Ø24

5,5

5,5

Ø24

5,5

34 45

5,5

5,5

34 45

5,5


3 Ø24 10 Ø24

10 Ø24 3 Ø24

Predalle concrete slab sections

34

Ø6

6 Ø16 120

34

Ø6 + 6 Ø18

6 Ø16 120


9.

DESIGN OF STEEL STRUCTURE Fifth year exam


6.00

18.00

6.00

6.00

4

7

A

6.50

6.50

9

8

B

B

6.50

6.50 B B

26.00

C

C

6.50

6.50

D

D

6.50

6.50

E

E

4

3.2

3.1

3

2.2

2.1

2

1.2

1.1

1

6.00

3.2

3.1

3

2.2

2.1

2

1.2

1.1

1

A

scala 1:100

6.00 18.00 6.00


18.00 6.00

6.00 2.00

6.00

2.00

2.00

2.00

2.00

2.00

2

4

2.00

3

2.00

1

2.00

P2

P2

P1

P1

PT

PT

3.50 18.00 4

The project is a steel structure for a house building. Students have to check, in serviceability limit states and ultimate limit states, the beam, the pilasters, the connections, the bracing systems and the foundations.

6.50

6.50

E

3.2

3.1

3

6.00 2.2

2.1

2

1.2

1.1

6.00

E

1

6.00

D

I focused on studying the statics and variables actions, also I have projected and checked in serviceability limit states and ultimate limit states IPE beams and bracing systems.

6.50

6.50

D

Group Project, three members.

10.50

3.50

3.50

scala 1:100

3.50

10.50

3.50

PC

0.35

PC


10.

MANAGEMENT OF THE BUILDING SITE Fifth year exam


3D BIM Strucural Model

3D BIM Model

3D BIM Final Model


In this exam the final work is the the project of yard with the all construction stages for the new Trieste’s Hospital, in Italy, with a BIM model and a video clip to show all stages. Group Project, ten members. I have developed and designed the BIM model of a Hospital and divided it into the building stages. Also, I am the director of the video, so I have learnt what are the strong points for creating a successful building in site video to win in a possible competition.


Video frames


See my cv online

Profile for Alberto Rossetto

My Portfolio  

Collection of my selected works, 2012-2019.

My Portfolio  

Collection of my selected works, 2012-2019.

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