In the soil-structure interaction system, the strong non-linear soil characteristics and their impact on SSI is one of the core problems.
在土—结构动力相互作用问题中，土体的强烈非线性特性及其影响是其中的核心之一。
In this paper, the dynamic response of a two-dimensional Structure-soil-structure interaction system placed on an elastic half-space is studied.
本文对于放置在弹性半空间上的二维结构-土-结构相互作用体系的动力响应问题进行了分析和研究。
The characteristics of the fundamental mode of vibration of soil-structure interaction system are studied through the analysis of experimental results of eight building structures in Beijing.
通过对北京地区八幢建筑物脉动信号的分析，研究了考虑地基与结构相互作用的影响时，体系基本振型的特点。
The random response method for soil-structure interaction system is studied systematically at this dissertation, and the Suggestions and treating methods about the practice application are proposed.
本文详细地研究了土与结构相互作用体系随机地震反应分析方法，并对该方法的实际应用中的一些问题提出了作者的一些见解和处理方法。
An experimental research on dynamic interaction of pile-soil-structure system was first developed in China.
率先在国内开展了对一种新型变截面桩-土-高层建筑结构体系动力相互作用的试验研究。
The effect of the supporting pile on the interaction system of structure, raft foundation and soil is studied.
研究了支护结构对上部框架结构—筏基—地基的共同作用体系的作用，建立了共同作用体系有限元模型。
To research the basic problem on pile-soil-frame structure interaction system went on finite element making model.
研究了桩-土-框架结构相互作用体系进行有限元建模的基本问题并建立了三维桩-土-框架结构模型。
This paper is concerned with the dynamic responses of the soil-auxiliary buildings structure interaction system in the nuclear power plant.
本文主要针对核电站工程中辅助厂房结构与地基土相互作用体系在地震荷载下的“平-扭”地震响应进行了分析。
This paper is concerned with the dynamic responses of the soil-auxiliary buildings structure interaction system in the nuclear power plant.
本文主要针对核电站工程中辅助厂房结构与地基土相互作用体系在地震荷载下的“平-扭”地震响应进行了分析。
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