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Andreu Ulied & Xavier Font
Complexity &Strategic DesignXavier Font, Civil Engineer CEng MICE, project designer Andreu Ulied, Dr. Eng. MDesS HGSD, plan designer
Andreu Ulied & Xavier Font
5 Sessions x 4 hours on Complexity & Strategic Design
1: 070108 Key concepts
2/3: 210108+040208 Project design view (Xavier Font)
3/4: 110208+250208 Planning design view (Andreu Ulied)
Andreu Ulied & Xavier Font
STRUCTURAL MATERIALS
TRADITIONAL
Stone Timber Dried Clay
CONVENTIONAL
Carbon steel Stainless steel Concrete Aluminium Glass
NOT CONVENTIONAL
Fibre Reinforced Polymer (FRP) Carbon Reinforce Polymer (CRP) Kevlar
FUTURE
Carbon nanotubesMachu Pichu. Perú
Andreu Ulied & Xavier Font
STRUCTURAL MATERIALS
TRADITIONAL
Stone Timber Dried Clay
CONVENTIONAL
Carbon steel Stainless steel Concrete Aluminium Glass
NOT CONVENTIONAL
Fibre Reinforced Polymer (FRP) Carbon Reinforce Polymer (CRP) Kevlar
FUTURE
Carbon nanotubes
Andreu Ulied & Xavier Font
STRUCTURAL MATERIALS
TRADITIONAL
Stone Timber Dried Clay
CONVENTIONAL
Carbon steel Stainless steel Concrete Aluminium Glass
NOT CONVENTIONAL
Fibre Reinforced Polymer (FRP) Carbon Reinforce Polymer (CRP) Kevlar
FUTURE
Carbon nanotubesGreat Mosque of Djenné. Mali
Andreu Ulied & Xavier Font
STRUCTURAL MATERIALS
TRADITIONAL
Stone Timber Dried Clay
CONVENTIONAL
Carbon steel Stainless steel Concrete Aluminium Glass
NOT CONVENTIONAL
Fibre Reinforced Polymer (FRP) Carbon Reinforce Polymer (CRP) Kevlar
FUTURE
Carbon nanotubesFith of Forth. Scotland
Andreu Ulied & Xavier Font
STRUCTURAL MATERIALS
TRADITIONAL
Stone Timber Dried Clay
CONVENTIONAL
Carbon steel Stainless steel Concrete Aluminium Glass
NOT CONVENTIONAL
Fibre Reinforced Polymer (FRP) Carbon Reinforce Polymer (CRP) Kevlar
FUTURE
Carbon nanotubes
Abandoibarra Footbridge. Bilbao. Spain
Andreu Ulied & Xavier Font
STRUCTURAL MATERIALS
TRADITIONAL
Stone Timber Dried Clay
CONVENTIONAL
Carbon steel Stainless steel Concrete Aluminium Glass
NOT CONVENTIONAL
Fibre Reinforced Polymer (FRP) Carbon Reinforce Polymer (CRP) Kevlar
FUTURE
Carbon nanotubesHoover Dam. EEUU
Andreu Ulied & Xavier Font
STRUCTURAL MATERIALS
TRADITIONAL
Stone Timber Dried Clay
CONVENTIONAL
Carbon steel Stainless steel Concrete Aluminium Glass
NOT CONVENTIONAL
Fibre Reinforced Polymer (FRP) Carbon Reinforce Polymer (CRP) Kevlar
FUTURE
Carbon nanotubesMunich Airport. Germany. Bernhard Franken
Andreu Ulied & Xavier Font
STRUCTURAL MATERIALS
TRADITIONAL
Stone Timber Dried Clay
CONVENTIONAL
Carbon steel Stainless steel Concrete Aluminium Glass
NOT CONVENTIONAL
Fibre Reinforced Polymer (FRP) Carbon Reinforce Polymer (CRP) Kevlar
FUTURE
Carbon nanotubesApple Showroom. London
Andreu Ulied & Xavier Font
STRUCTURAL MATERIALS
TRADITIONAL
Stone Timber Dried Clay
CONVENTIONAL
Carbon steel Stainless steel Concrete Aluminium Glass
NOT CONVENTIONAL
Fibre Reinforced Polymer (FRP) Carbon Reinforce Polymer (CRP) Kevlar
FUTURE
Carbon nanotubesAberfeldy Footbridge. UK
Andreu Ulied & Xavier Font
STRUCTURAL MATERIALS
TRADITIONAL
Stone Timber Dried Clay
CONVENTIONAL
Carbon steel Stainless steel Concrete Aluminium Glass
NOT CONVENTIONAL
Fibre Reinforced Polymer (FRP) Carbon Reinforce Polymer (CRP) Kevlar
FUTURE
Carbon nanotubes
Andreu Ulied & Xavier Font
STRUCTURAL MATERIALS
TRADITIONAL
Stone Timber Dried Clay
CONVENTIONAL
Carbon steel Stainless steel Concrete Aluminium Glass
NOT CONVENTIONAL
Fibre Reinforced Polymer (FRP) Carbon Reinforce Polymer (CRP) Kevlar
FUTURE
Carbon nanotubes
Andreu Ulied & Xavier Font
STRUCTURAL MATERIALS
TRADITIONAL
Stone Timber Dried Clay
CONVENTIONAL
Carbon steel Stainless steel Concrete Aluminium Glass
NOT CONVENTIONAL
Fibre Reinforced Polymer (FRP) Carbon Reinforce Polymer (CRP) Kevlar
FUTURE
Carbon nanotubes (space elevators)
Andreu Ulied & Xavier Font
MATERIAL NON-LINEARITY
Andreu Ulied & Xavier Font
MATERIAL NON-LINEARITY
Andreu Ulied & Xavier Font
GEOMETRICAL NON-LINEARITY
Andreu Ulied & Xavier Font
LOAD CASES
LONG TERM LOADS / SHORT TERM LOADS
Gravity
Imposed displacements (differential settlement)
Thermal loads
Wind loads
Dynamic loads (pedestrian induced, vibrations, wind...)
Impact (Dynamic amplification)
Fire
Earthquakes
Andreu Ulied & Xavier Font
FAILURE MECHANISMS
Instability
Deformation
Vibration
Limit Strength
Buckling (bars, plates)
Fatigue
Andreu Ulied & Xavier Font
FAILURE MECHANISMS
Instability
Deformation
Vibration
Limit Strength
Buckling (bars, plates)
Fatigue
Andreu Ulied & Xavier Font
FAILURE MECHANISMS
Instability
Deformation
Vibration
Limit Strength
Buckling (bars, plates)
Fatigue
Andreu Ulied & Xavier Font
FAILURE MECHANISMS
Instability
Deformation
Vibration
Limit Strength
Buckling (bars, plates)
Fatigue
Andreu Ulied & Xavier Font
FAILURE MECHANISMS
Instability
Deformation
Vibration
Limit Strength
Buckling (bars, plates)
Fatigue
Andreu Ulied & Xavier Font
FAILURE MECHANISMS
Instability
Deformation
Vibration
Limit Strength
Buckling (bars, plates)
Fatigue
Andreu Ulied & Xavier Font
FAILURE MECHANISMS
Instability
Deformation
Vibration
Limit Strength
Buckling (bars, plates)
Fatigue
Andreu Ulied & Xavier Font
FAILURE MECHANISMS
Instability
Deformation
Vibration
Limit Strength
Buckling (bars, plates)
Fatigue
Andreu Ulied & Xavier Font
MOTION?
