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Filippou, Filip C. - Department of Civil and Environmental Engineering, University of California at Berkeley
Concrete Material Models Concrete_1: Concrete Model with No Tensile Strength
2d/3d Nonlinear Frame Element by Flexibility Method For each element property set
(2d/3d Linear Truss Element) For each element property set (ndm = dimension of problem)
ELMT03 (2d/3d Nonlinear Truss Element) For each element property set (ndm = dimension of problem)
Steel Material Models Steel_1: Bilinear Steel Model with Isotropic Strain Hardening
UCB/SEMM-90/14 STRUCTURAL ENGINEERING
NONLINEAR ANALYSIS OF REINFORCED CONCRETE FRAMES UNDER CYCLIC LOAD REVERSALS
Fiber Section Description as many lines as required for each fiber section as specified below
(2d/3d Linear Frame Element) For each element property set (ndm = dimension of problem)
NONLINEAR STATIC AND DYNAMIC ANALYSIS OF REINFORCED CONCRETE SUBASSEMBLAGES
Hysteretic Material Models Hyster_1: Bilinear Hysteretic Model with Damage
