A simple three-dimensional model was proposed for the linear interaction analysis of a fully coupled soil-pile-structure system subjected to the harmonic shear seismic wave.
建立了简谐剪切地震波激励下三维土桩结构线性耦合体系简化分析模型,桩和结构均被简化为一简单梁模型;对耦合体系桩承台对基岩运动的放大效应进行了求解,此放大效应反映了耦合体系的动力相互作用。
Summary of Theoretical Research of Seismic Soil-Pile-Superstructure Interaction;
土-桩-结构动力相互作用理论研究综述
Space analysis of pile structures on nonlinear foundation;
非线性地基上桩结构物空间分析
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