Experimental study on damping characteristics of soil-structure interaction system based on shaking table test

被引：32

作者：

Zhang, Zhiying ^{[1
]}

Wei, Hongyang ^{[1
]}

Qin, Xin ^{[1
]}

机构：

[1] Xi An Jiao Tong Univ, Sch Human Settlement & Civil Engn, Xian 710049, Shaanxi, Peoples R China

来源：

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | 2017年 / 98卷

基金：

中国国家自然科学基金;

关键词：

Soil-structure interaction; State of motion; Damping characteristic of system; Shaking table test;

D O I：

10.1016/j.soildyn.2017.04.002

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

Soil-structure interaction (SSI) system is composed of soil and structure that are two materials with quite different damping behaviors and it is regarded as non-classical damping system in conventional concept. Based on the analysis of motion state of SSI system, the paper presents the damping characteristic of SSI system via shaking table test. The results of transfer function, acceleration response time histories and equivalent viscous damping ratio and so on indicate that under certain conditions, SSI system shows approximate classical damping characteristic. In practical projects, dynamical analysis of SSI system can be viewed as approximately classical damping system once the synergistic effect of soil is considered.

引用

页码：183 / 190

页数：8

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