Nonlinear Seismic Response Analysis of Steel-concrete Composite FramesDepartment of Structural Engineering, University of California, San Diego, 2007 - Composite construction - 92 pages |
Contents
Hysteretic Modeling of Structural Materials and Shear Connection | 9 |
Model Implementation and Validation | 17 |
Dynamic Response Simulation of SCC Frame Structures | 21 |
2 other sections not shown
Common terms and phrases
axes for frame beam and concrete beam-column joints beams with deformable CALIFORNIA SAN DIEGO CALIFORNIA THE LIBRARIES CALIFORNIA THE UNIVERSITY CALIFORNIA UNIVERSITY CALIFORNIA column at roof composite beam elements cyclic damping ratio deformable shear connection degree of shear DIEGO OF CALIFORNIA DIEGO THE LIBRARIES DIEGO THE UNIVERSITY displacement of left displacement vector DOFs earthquake elements with deformable envelopes along SCC Eurocode finite element models floor frame elements frame model 10TC Horizontal displacement Hysteretic Imperial Valley initial stiffness interface slip Interlayer slip response interstory shear kN/m left column LIBRARIES SAN DIEGO LIBRARIES UNIVERSITY linear path mass distribution monolithic beams negative peaks nonlinear Northridge earthquake Northridge seismic input ORNIA roof level SAN DIEGO CALIFORNIA SAN DIEGO LIBRARIES SCC beam axes SCC frame structures SCC structures slab and steel slip boundary conditions slip response envelopes steel beam components steel columns strain UNIVERSITY CALIFORNIA SAN UNIVERSITY OF CALIFORNIA UNIVERSITY THE LIBRARIES unloading vector