Andreu Ulied & Xavier Font Complexity & Strategic Design Xavier 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: Key concepts 2/3: Project design view ( Xavier Font ) 3/4: 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 nanotubes Machu 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 nanotubes Great 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 nanotubes Fith 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 nanotubes Hoover 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 nanotubes Munich 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 nanotubes Apple 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 nanotubes Aberfeldy 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 ?