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| == Example == | | == Examples == |
| *Reinforced-Concrete Materials | | *[[BuildingTcl -- addMaterial Examples -- Reinforced-Concrete Materials]] |
| <h4 style="background:#f5faff"> <source lang="Tcl">
| | *[[BuildingTcl -- addMaterial Examples -- Structural-Steel Materials]] |
| #########################
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| ## BuildingTclFiles
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| ##
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| ## Silvia Mazzoni, 2008
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| ## University of California, Berkeley
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| #########################
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| # RC MATERIALS -----------------------------------------------------------------------------------------------------
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| #----------------------------------------- CONCRETE -----------------------------------------
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| # Cover Concrete
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| addMaterialData MaterialLabel 4ksiConcrete
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| # no strength increase by default:
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| addMaterialData MaterialModelLabel ConfinedConcrete;
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| addMaterialData Fc 4.*\$ksi
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| addMaterial
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| # Cover Concrete
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| addMaterialData MaterialLabel 4ksiUnconfinedConcrete
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| addMaterialData MaterialModelLabel UnconfinedConcrete
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| addMaterialData Fc 4.*\$ksi
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| addMaterial
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| # Core Concrete (Default confinement effects)
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| addMaterialData MaterialLabel 4ksiConfinedConcrete
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| # actual compressive strength is 1.3*Fc:
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| addMaterialData MaterialModelLabel ConfinedConcrete;
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| addMaterialData Fc 4000.*\$psi;
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| addMaterial
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| # Highly-Confined Concrete
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| addMaterialData MaterialLabel 4ksiVeryConfinedConcrete
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| addMaterialData MaterialModelLabel ConfinedConcrete
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| addMaterialData Fc 4000*\$psi
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| # ratio of maximum strength to nominal concrete strength (confinement effect)
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| addMaterialData rFc1 1.35;
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| # ratio of residual maximum strength to nominal concrete strength (confinement effect)
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| addMaterialData rFu 0.85;
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| addMaterial
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| #--------------------------------- REINFORCING STEEL -----------------------------------------
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| # Elastic
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| addMaterialData MaterialLabel ElasticSteel; # Label identifying this material
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| addMaterialData MaterialModelLabel Elastic; # Select from library of MaterialModelLabel
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| addMaterialData E 29000*\$ksi; # Modulus of Elasticity
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| addMaterial; # This step must be done last
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| # Reinforcing Steel
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| addMaterialData MaterialLabel 60ksiSteel
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| addMaterialData MaterialModelLabel Steel
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| addMaterialData fY 68.8*\$ksi
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| addMaterial
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| # Use a trilinear curve to get strenth degradation in steel
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| addMaterial -MaterialLabel 60ksiTrilinearSteel -fY 66.8*\$ksi -MaterialModelLabel Steel
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| # Reinforcing Steel -- make this a very ductile steel
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| addMaterialData MaterialLabel 40ksiSteel
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| addMaterialData MaterialModelLabel TrilinearHysteretic
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| addMaterialData f1 46.8*\$ksi
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| addMaterialData f2 1.35*46.8*\$ksi
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| addMaterialData f3 1.30*46.8*\$ksi
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| addMaterialData eps1 46.8*\$ksi/(29000.*\$ksi)
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| addMaterialData eps2 0.015
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| addMaterialData eps3 0.15
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| addMaterial
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| # Reinforcing Steel -- make this a very ductile steel
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| addMaterialData MaterialLabel 40ksiSteelFunky
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| addMaterialData MaterialModelLabel TrilinearHysteretic
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| addMaterialData f1 46.8*\$ksi
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| addMaterialData f2 1.35*46.8*\$ksi
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| addMaterialData f3 1.60*46.8*\$ksi
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| addMaterialData eps1 46.8*\$ksi/(290000.*\$ksi)
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| addMaterialData eps2 0.0015
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| addMaterialData eps3 0.015
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| addMaterial
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| # Reinforcing Steel -- make this a very ductile steel
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| addMaterialData MaterialLabel 40ksiSteelFunkier
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| addMaterialData MaterialModelLabel TrilinearHysteretic
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| addMaterialData f1 46.8*\$ksi
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| addMaterialData f2 1.35*46.8*\$ksi
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| addMaterialData f3 1.30*46.8*\$ksi
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| addMaterialData eps1 46.8*\$ksi/(290000.*\$ksi)
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| addMaterialData eps2 0.0015
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| addMaterialData eps3 0.015
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| addMaterial
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| # Reinforcing Steel -- make this a very ductile steel
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| addMaterialData MaterialLabel 40ksiSteelFunkiest
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| addMaterialData MaterialModelLabel TrilinearHysteretic
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| addMaterialData f1 50*\$ksi
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| addMaterialData f2 100*\$ksi
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| addMaterialData f3 -50*\$ksi
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| addMaterialData eps1 0.001
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| addMaterialData eps2 0.0015
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| addMaterialData eps3 0.015
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| addMaterial | |
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| # Reinforcing Steel -- make this a very ductile steel
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| addMaterialData MaterialLabel 40ksiSteelFunkiestofAll
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| addMaterialData MaterialModelLabel TrilinearHysteretic
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| addMaterialData f1 50*\$ksi
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| addMaterialData f2 100*\$ksi
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| addMaterialData f3 0*\$ksi
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| addMaterialData eps1 0.001
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| addMaterialData eps2 0.0015
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| addMaterialData eps3 0.015
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| addMaterial
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| # Reinforcing Steel -- make this a very ductile steel
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| addMaterialData MaterialLabel 40ksiSteelFunkiestofAllyet
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| addMaterialData MaterialModelLabel TrilinearHysteretic
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| addMaterialData f1 100*\$ksi
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| addMaterialData f2 50*\$ksi
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| addMaterialData f3 0*\$ksi
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| addMaterialData eps1 0.01
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| addMaterialData eps2 0.015
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| addMaterialData eps3 0.05
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| addMaterial
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| </source >
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| </h4>
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| *Steel Materials
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| <h4 style="background:#f5faff"> <source lang="Tcl">
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| #########################
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| ## BuildingTclFiles
| |
| ##
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| ## Silvia Mazzoni, 2008
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| ## University of California, Berkeley
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| #########################
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| | |
| # STEEL MATERIALS -----------------------------------------------------------------------------------------------------
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| # ELASTIC
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| addMaterialData MaterialLabel Elastic; # Label identifying this material
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| addMaterialData MaterialModelLabel Elastic; # Select from library of MaterialModelLabel
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| addMaterialData E 29000*\$ksi; # Modulus of Elasticity
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| addMaterial; # This step must be done last
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| | |
| # Default
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| addMaterialData MaterialLabel A36Steel
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| addMaterialData MaterialModelLabel Steel
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| addMaterialData fY 36*\$ksi;
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| addMaterial
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| # BILINEAR
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| addMaterialData MaterialLabel A36SteelBilinear; # Label identifYing this material
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| addMaterialData MaterialModelLabel Steel02
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| addMaterialData fY 36*\$ksi; # yield stress
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| addMaterial
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| # TRILINEAR
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| addMaterialData MaterialLabel A36SteelTrilinear
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| addMaterialData MaterialModelLabel Steel
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| addMaterialData fY 36*\$ksi;
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| addMaterial
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| </source>
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| </h4>
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