| Comparative Analysis of Seismic Response of Pile-Soil-Structure Interaction System |
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| 作者姓名： | KONG Desen LUAN Maotian WANG Weiming |
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| 作者单位： | [1]School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, P.R. China [2]School of Civil and Architectural Engineering, Shandong University of Science and Technology, Qingdao 266510, P.R. China [3]Institute of Geotechnical Engineering, Dalian University of Technology, Dalian 116024, P.R. China |
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| 基金项目： | Acknowledgements This research is supported by the National Natural Science Foundation of China （No. 50179006） and Science Development Foundation of Shandong University of Science and Technology （No. 05g002）. |
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| 摘 要： |
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| 关 键 词： | 地震响应 桩土结构 交互作用 建筑工程 有限元分析 |
| 收稿时间： | 2004-12-07 |
Comparative analysis of seismic response characteristics of pile-soil-structure interaction system |
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| KONG Desen LUAN Maotian WANG Weiming.Comparative Analysis of Seismic Response of Pile-Soil-Structure Interaction System[J].Journal of Ocean University of China,2006,5(1):1-6. |
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| Authors: | Kong Desen Luan Maotian Wang Weiming |
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| Institution: | (1) School of Civil Engineering, Harbin Institute of Technology, 150090 Harbin, P. R. China;(2) School of Civil and Architectural Engineering, Shandong University of Science and Technology, 266510 Qingdao, P. R. China;(3) Institute of Geotechnical Engineering, Dalian University of Technology, 116024 Dalian, P. R. China |
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| Abstract: | The study on the earthquake-resistant performance of a pile-soil-structure interaction system is a relatively complicated and primarily important issue in civil engineering practice. In this paper, a computational model and computation procedures for pile-supported structures, which can duly consider the pile-soil interaction effect, arc established by the finite clement method. Numerical implementation is made in the time domain. A simplified approximation for the seismic response analysis of pile-soil-structure systems is briefly presented. Then a comparative study is performed for an engineering example with numerical results computed respectively by the finite clement method and the simplified method. Through comparative analysis, it is shown that the results obtained by the simplified method well agree with those achieved by the finite element method. The numerical results and findings will offer instructive guidelines for earthquake-resistant analysis and design of pile-supported structures. |
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| Keywords: | pile-supported structures pile-soil interaction seismic response analysis finite elements method |
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