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This study investigates the impact of foundation uplift nonlinearity in seismic response analysis using a three-dimensional finite element model. It conducts a sensitivity analysis on joint-element damping, revealing that tangent stiffness-proportional damping yields more consistent results compared to initial stiffness-proportional damping. The findings are validated through comparisons with independent analysis programs, demonstrating close alignment with experimental observations in horizontal responses,

Author

tesoh54831

Language

EN