湖南大学学报（自然科学版）Issue(1)：97-102,6.
桩土（软支撑）结构非线性动力相互作用分析
Nonlinear Dynamic Time History Analysis for Pile-soil (Soft Support Model)-structures
摘要
Abstract
Based on the pile-soil soft support model,a simplified interaction finite element analysis model of soil-structure was established,and the nonlinear dynamic time history analysis was conducted for this model under different seismic excitations and different conditions of the pile-soil.The result shows that,under certain ground motion and soil-foundation conditions,the nonlinear effect of the upper struc-ture can be greater than fixed base assumption,and pile-group-soil soft support model also influences the weak layer position on the upper structure.The analysis results and the existing test results are in good a-greement.By using structural units to solve complex computational problems in geotechnical engineering, designers can carry out dynamic time history analysis and seismic evaluation for the superstructure quickly, accurately and efficiently.关键词
群桩/土软支撑模型/土/结构相互作用/非线性时程/动力反应Key words
pile-groups-soil soft support model/soil-structure interaction/nonlinear time history/dy-namic response分类
建筑与水利引用本文复制引用
熊辉,杨佳..桩土（软支撑）结构非线性动力相互作用分析[J].湖南大学学报（自然科学版）,2016,(1):97-102,6.基金项目
教育部新世纪优秀人才支持计划资助项目（NCET-13-190）；湖南省科技计划资助项目 （）
