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Fast Nonlinear SSI Analysis Using A Hybrid Time-Complex Frequency Domain Approach

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Figure

Figure 1 Chen-Mertz Hysteretic Models for Shear Deformation (CMS) and Bending Deformation (CMB)
Figure 2 Comparison of CMS, CMB and Takeda Hysteretic Model Responses for Same Inputs
Figure 5 Low-Rise Concrete Shearwall Building; Outside View (left) and Section View (right)
Figure 6 Shearwall Building View With 40 Wall Panels Used for Nonlinear Structure Analysis
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