Bridging the Gap WS2021 - group 3

INTERTWINED Tim, Nitsan, Ee-Pin, Ananyabrata

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

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“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

SITE

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

Satellite Workshop

Wood Workshop

13 meters

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

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“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

DESIGN CONCEPT Membrane Double-Curved Structure

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

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“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

Precedents

United Nations Porte Cochere by FTL Design Engineering Studio

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

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“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

Precedents

Serpentine Gallery Summer Pavilion 2015 by selgascano

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

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“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

Precedents

SteilnesetMemorial by PeterZumthor& Louise Bourgeois

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

Precedents

Yehudit Bridge by Chen Architects

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

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“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

Precedents

The Helix by Cox Architecture and Architects 61

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

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“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

DESIGN PROCESS Initial Iterations and brainstorm Design framework Structural optimization- Galapagos Manual Design “Middle Ground” – BioMorpher Comparison – Structural Analysis Membrane integration Deck

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

DESIGN PROCESS Initial Iterations and brainstorm Design framework Structural optimization- Galapagos Manual Design “Middle Ground” – BioMorpher Comparison – Structural Analysis Membrane integration Deck

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

Iterations

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

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“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

Iterations

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

Iterations

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

Iterations

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

Iterations

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

DESIGN PROCESS Initial Iterations and brainstorm Design framework Structural optimization- Galapagos Manual Design “Middle Ground” – BioMorpher Comparison – Structural Analysis Membrane integration Deck

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

DESIGN PROCESS Initial Iterations and brainstorm Design framework Structural optimization- Galapagos Manual Design “Middle Ground” – BioMorpher Comparison – Structural Analysis Membrane integration Deck

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

Structural Optimization Set-up

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

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“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

Structural Optimization Structural Analysis- Ultimate Load State

Displacement X100

Axial forces

Load: 9.5 kN/m2

Load: 9.5kN /m2 Max Tension:0.839 kN/cm2 Max Compression:0.741 kN/cm2

Max Displacement : 12.54 mm INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

DESIGN PROCESS Initial Iterations and brainstorm Design framework Structural optimization- Galapagos Manual Design “Middle Ground” – BioMorpher Comparison – Structural Analysis Membrane integration Deck

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Manual Design

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

Manual Design

Structural Analysis- Ultimate Load State

Displacement X 35

Axial forces

Load: 9.5kN /m2 Max Tension:2.13 kN/cm2 Max Compression:2.09 kN/cm2a

Load: 2 kN/m2

Max Displacement : 152.60 mm

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

DESIGN PROCESS Initial Iterations and brainstorm Design framework Structural optimization- Galapagos Manual Design “Middle Ground” – BioMorpher Comparison – Structural Analysis Membrane integration Deck

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

“Middle Ground”

BioMorpherEvolutionary Process

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio 20-21

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Manual Design

Structural Analysis– Ultimate Load State

Displacement X100

Axial forces

Load: 9.5 kN/m2

Load: 9.5 kN /m2 Max Tension:0.649 kN/cm2 Max Compression:0.562 kN/cm2

Max Displacement : 21.74 mm

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

DESIGN PROCESS Initial Iterations and brainstorm Design framework Structural optimization- Galapagos Manual Design “Middle Ground” – BioMorpher Comparison – Structural Analysis Membrane integration Deck

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Analysis Set -Up

250

450

Glulam cross section

2000

200

Deck section

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

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“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

Structural Analysis Ultima te Dea d Loa d

Middle

Manual

Displacement X35

Displacement X100

Load: 9.5kN/m2 Max Displacement 152.6 : mm

INTERTWINED

//

Displacement X100

Load: 9.5kN/m2 Max Displacement21.74 : mm

Tim, Ee-Pin, Nitsan, Ananyabrata

Optimized

//

Load: 9.5kN/m2 Max Displacement 12.54 : mm

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Structural Analysis Ultima te Dea d Loa d

Middle

Manual

Axial forces

Axial forces

Load: 9.5kN /m2 Max Tension: 2.13kN/cm2 Max Compression: 2.09kN/cm2a

INTERTWINED

//

Axial forces

Load: 9.5kN /m2 Max Tension:0.649 kN/cm2 Max Compression:0.562 kN/cm2

Tim, Ee-Pin, Nitsan, Ananyabrata

Optimized

//

Load: 9.5kN /m2 Max Tension:0.839 kN/cm2 Max Compression:0.741 kN/cm2

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Structural Analysis Wind Loa d (NNE)

Middle

Manual

Displacement X35

Displacement X100

Load: 4kN/m2 Max Displacement 198.4 : mm

INTERTWINED

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Displacement X100

Load: 4kN/m2 Max Displacement 16.9mm :

Tim, Ee-Pin, Nitsan, Ananyabrata

Optimized

//

Load: 4kN/m2 Max Displacement : 15.3 mm

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Structural Analysis Wind Loa d (NNE)

Middle

Manual

Axial forces

Axial forces

Load: 4kN /m2 Max Tension:4.26 kN/cm2 Max Compression:4.45 kN/cm2

INTERTWINED

//

Axial forces

Load: 4kN /m2 Max Tension: 1.08kN/cm2 Max Compression: 1.21 kN/cm2

Tim, Ee-Pin, Nitsan, Ananyabrata

Optimized

//

Load: 4kN /m2 Max Tension:0.85 kN/cm2 Max Compression:0.77 kN/cm2

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Structural Analysis Wind Loa d (SSW)

Middle

Manual

Displacement X35

Displacement X100

Load: 4kN/m2 Max Displacement 477.9 : mm

INTERTWINED

//

Displacement X100

Load: 4kN/m2 Max Displacement 26.56 : mm

Tim, Ee-Pin, Nitsan, Ananyabrata

Optimized

//

Load: 4kN/m2 Max Displacement 18.5 : mm

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Structural Analysis Wind Loa d (SSW)

Middle

Manual

Axial forces

Axial forces

Load: 4kN /m2 Max Tension: 3.51kN/cm2 Max Compression: 3.39kN/cm2

INTERTWINED

//

Axial forces

Load: 4kN /m2 Max Tension:1.62 kN/cm2 Max Compression:1.54 kN/cm2

Tim, Ee-Pin, Nitsan, Ananyabrata

Optimized

//

Load: 4kN /m2 Max Tension:1.1kN/cm2 Max Compression:1.04 kN/cm2

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

DESIGN PROCESS Initial Iterations and brainstorm Design framework Structural optimization- Galapagos Manual Design “Middle Ground” – BioMorpher Comparison – Structural Analysis Membrane Integration Deck

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Membrane Iterations

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Membrane Iterations The Sleeve

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

DESIGN PROCESS Initial Iterations and brainstorm Design framework Structural optimization- Galapagos Manual Design “Middle Ground” – BioMorpher Comparison – Structural Analysis Membrane integration Deck

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Deck Development

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Deck Development

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

ELEMENTS Beams Fabric - Canvas Deck Details

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Bridge Elements

Membrane

Skeleton

Deck

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

ELEMENTS Beams Fabric - Canvas Deck Details

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

Beams- Material

Glulam Beams- Doubly Curved

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

Beams- Parts

1

2

4

3

5 1

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

2

3

“ Bridging the Gap” , Dr. Tom Svilans

4

//

5

CITA Studio20-21

ELEMENTS Beams Fabric - Canvas Deck Details

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Canvas- Material

PVC Canvas- Waterproof, durable, semi-transparent

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Canvas- Parts

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

ELEMENTS Beams Fabric - Canvas Deck Details

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Deck

2700 – 4000 mm 200 mm

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

CONNECTIONS

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

Connections Focus Points

Cross Connection Splice Connection

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

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“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio 20-21

Connections

Non-Planar Wood Connections

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Joints

Angle Map 45.2 °

36.6 ° 61.3 °

25.7 °

61.3 °

37.4 °

46.1 °

37.5 °

INTERTWINED

//

24.9 °

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Connections

Strategy- Divide & Conquer

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

Connections

Option 1 : Mono-Material - Wood Connection

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

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“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

Connections

Option 2 : Hybrid Connection- Wood and Metal

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21

Connections Splice Connections

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

JOINTS

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Joints All Joints

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Joints

Splice Joint

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Joints

Intersection Joint – Wood Parts

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Joints

Intersection Joint – Metal Connector

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Joints

Joints Menu

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

FABRICATION

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Fabrication of Segments Doubly-Curved Glulam

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Fabrication of Segments Doubly-Curved Glulam

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Fabrication of Segments Gra in Devia tion Ana lysis

Glulam blank back

Glulam blank front

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Fabrication

Pocket- Adaptive Toolpath

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Fabrication Metal Part

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

ASSEMBLY

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio 20-21

Assembly Discretization

Continuous Beams

Segmented Beams

Compound axial forces

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Assembly Discretization

Continuous Beams (<3000)

Segmented Beams

(>1500)

(>800)

Add-on Beams

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

Intermediate Beams

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio 20-21

Assembly Parts

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio 20-21

Assembly Parts

Continuous Beam1 Continuous Beam2 Add-on Beam Intermediate Beam

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Assembly

Assembly Sequence

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio 20-21

Assembly

Karamba Analysis- Continuous Beams

Load: 2 kN /m2 Max Displacement:143 mm

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

Assembly

Ka ra mba Ana lysis - Continuous Bea ms

Load: 2 kN /m2 Max Displacement:37 mm

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio 20-21

Assembly

Assembly On Site

INTERTWINED

//

Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

VIEWS

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

//

CITA Studio20-21 20-21

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the “Bridging the Gap”, Gap” , Dr. Tom Svilans

//

CITA Studio20-21

INTERTWINED

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Tim, Ee-Pin, Nitsan, Ananyabrata

//

“ Bridging the Gap” , Dr. Tom Svilans

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CITA Studio20-21