Nonlinear seismic response analysis of steel-concrete composite frames
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Hysteretic Modeling of Structural Materials and Shear Connection
Model Implementation and Validation
Dynamic Response Simulation of SCC Frame Structures
2 other sections not shown
axes for frame axial beam and concrete beam-column joints beams with deformable column at roof composite beam elements constitutive model Dall'Asta and Zona damping ratio deformable shear connection degree of shear displacement of left displacement vector displacement-based DOFs effect of deformable elements with deformable envelopes along SCC Eurocode finite element models frame elements frame model 10TC Horizontal displacement Hysteretic Imperial Valley initial stiffness interface slip Interlayer slip response interstory shear kN/m left column linear path live load mass distribution masses related monolithic beams monotonic envelope negative peaks nonlinear dynamic Northridge earthquake Northridge seismic input parabolic branch parameter partial composite action permanent/dead loads response simulation roof level SCC beam axes SCC frame structures SCC structures seismic response shear connection material shear connection Northridge shear force slab and steel slip boundary conditions slip constraints slip response envelopes slip restrained steel beam components steel columns steel-concrete composite strain tion vector viscous damping Young modulus