INTERTWINED Tim, Nitsan, Ee-Pin, Ananyabrata
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
SITE
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
Satellite Workshop
Wood Workshop
13 meters
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
DESIGN CONCEPT Membrane Double-Curved Structure
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
Precedents
United Nations Porte Cochere by FTL Design Engineering Studio
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
Precedents
Serpentine Gallery Summer Pavilion 2015 by selgascano
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
Precedents
SteilnesetMemorial by PeterZumthor& Louise Bourgeois
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
Precedents
Yehudit Bridge by Chen Architects
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
Precedents
The Helix by Cox Architecture and Architects 61
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
//
CITA Studio20-21
Iterations
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
Iterations
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
Iterations
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
Iterations
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
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
//
CITA Studio20-21
Structural Optimization Set-up
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
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
//
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
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio 20-21
INTERTWINED
//
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
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
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
//
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
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
Membrane Iterations The Sleeve
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
Deck Development
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
ELEMENTS Beams Fabric - Canvas Deck Details
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
Bridge Elements
Membrane
Skeleton
Deck
INTERTWINED
//
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
Beams- Material
Glulam Beams- Doubly Curved
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
Beams- Parts
1
2
4
3
5 1
INTERTWINED
//
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
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
Canvas- Material
PVC Canvas- Waterproof, durable, semi-transparent
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
Canvas- Parts
INTERTWINED
//
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
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
CONNECTIONS
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
Connections Focus Points
Cross Connection Splice Connection
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio 20-21
Connections
Non-Planar Wood Connections
INTERTWINED
//
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
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
Connections
Option 1 : Mono-Material - Wood Connection
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
Connections
Option 2 : Hybrid Connection- Wood and Metal
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
Connections Splice Connections
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
JOINTS
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
Joints All Joints
INTERTWINED
//
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
//
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
//
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 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
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
Fabrication
Pocket- Adaptive Toolpath
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
Fabrication Metal Part
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
ASSEMBLY
INTERTWINED
//
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
//
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
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21 20-21
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the “Bridging the Gap”, Gap” , Dr. Tom Svilans
//
CITA Studio20-21
INTERTWINED
//
Tim, Ee-Pin, Nitsan, Ananyabrata
//
“ Bridging the Gap” , Dr. Tom Svilans
//
CITA Studio20-21