The Dynamic Analysis of Single Pile by the Effect of an Earthquake
The earthquake is one of the most serious natural disasters in the world. Because the damage of construction is mostly arosed by the horizontal earthquake action, the text combining with the project is doing researches on the interface of the pile-soil system in the seismic response through the software ANSYS. Through comparing with the horizontal deflection, bending movement and shearing force of different work conditions, the research shows that: 1) Under seismic response, the displacement of pile top is relatively great, there are two dangerous section of pile: the section away from about 1/3 length of pile away from the pile top and about 1/10 length of pile away from the pile bottom in which strain and bending moment is relatively great;2) The elast-plastic of foundation and the separation of pile-soil interface should be considered.
Earthquake Pile Dynamic analysis ANSYS S wave
Zhiwei Zhang Lingling Zhang
School of Civil Engineering ,Southwest JiaoTong University, Chengdu, China School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianya
国际会议
The First Anniversary of Wenchuan Earthquake(纪念汶川地震一周年国际学术会议)
成都
英文
719-722
2009-05-10（万方平台首次上网日期，不代表论文的发表时间）