摘要
对西安地区桩土共同作用的研究现状进行分析,并对目前共同作用的计算理论研究进行总结, 探讨了共同作用地基非线性,对西安地区高层建筑桩土共同作用数值模拟及动力反应研究成果和有待于进一步研究的问题作了介绍。
The working behavior on the single bored-pile and group bored-pile-raft foundation interaction of high-rise building via in situ is analyzed, calculation theories on the interaction are summarized. The nonlinear behavior in collapsible loess is taken into account. Studied results for numeral simulation and dynamic response of the interaction are given, and suggestions for future research and development are provided in Xi＇an district.
出处
《世界地震工程》
CSCD
北大核心
2005年第3期82-87,共6页
World Earthquake Engineering
基金
西安建筑科技大学青年基金和博士后基金资助
关键词
湿陷性黄土
高层建筑
共同作用
非线性
collapsible loess
high-rise building
interaction
nonlinearity
