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RISNonlinear Seismic Risk Assessment of Reinforced Concrete Pile Groups in Charleston, South Carolina, Considering Three-Dimensional Soil–Structure Interaction
Publisher: American Society of Civil Engineers
Abstract: Abstract Most of the current seismic design specifications are based on traditional fixed-based
or simplified soil–structure interaction (SSI) approaches, which often fail to estimate
the accurate response of foundation ...
A Finite-Element Simulation–Based Approach for Generating Site-Specific Ground Motion Database for the Charleston Seismic Source
Publisher: American Society of Civil Engineers
Abstract: Abstract The objective of this study is to develop ground motions for Charleston, South Carolina,
using the FEM, considering the fault rupture characteristics of the Charleston seismic
source. Two-dimensional plane strain ...