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

Abstract

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

Similar works

Full text

thumbnail-image

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

redirect
Last time updated on 17/10/2019

Having an issue?

Is data on this page outdated, violates copyrights or anything else? Report the problem now and we will take corresponding actions after reviewing your request.