Equivalent Damping Ratio Equations in Support of Displacement-Based Seismic Design for Pile-Supported Wharves
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DOI: 10.1080/13632469.2016.1172377
Abstract: This study primarily proposes new equivalent damping ratio equations based on Jacobsen’s approach for displacement-based seismic design of pile-supported wharves to account for wharf configurations and soil-pile interaction. It is found that Pivot hysteresis model… read more here.
Keywords: seismic design; damping ratio; based seismic; displacement based ... See more keywords