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Stress-independent parameters for stress-strain relationship and damping in nonlinear one-dimensional seismic site response analysis
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This study developed a set of parameters that can be used to normalize the modulus reduction and damping curves to be stressindependent. The proposed formulations for the stress-independent parameters were implemented in the finite element code SRAP and validated through producing shear modulus reduction and damping curves that match the existed ones.
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