Simulation of soil-pile-superstructure interaction in the New Madrid Seismic Zone


In this work, a nonliner cyclic soil model considering the effect of the confining pressure and liquefaction to site response analysis was presented and comprehensive numerical methods of pile-soil-superstructure interaction (SPSI) were conducted generally for deep soil deposits, but mainly focused on the New Madrid Seismic Zone (NMSZ). --Conclusions, page 158

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Missouri University of Science and Technology (Missouri S&T): Scholars' Mine

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oaioai:scholarsmine.mst.edu:doctoral_dissertations-2538Last time updated on 10/17/2019

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