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| 液化土-桩-承台结构横向动力响应分析方法研究综述 | |
| 引用本文： | 李雨润,魏星,梁艳,袁晓铭.液化土-桩-承台结构横向动力响应分析方法研究综述[J].地震工程与工程振动,2012,32(3):180-186. |
| 作者姓名： | 李雨润 魏星 梁艳 袁晓铭 |
| 作者单位： | 1. 河北工业大学土木工程学院,天津300401;河北省土木工程技术研究中心,天津300401 2. 河北工业大学土木工程学院,天津,300401 3. 天津天怡建筑设计有限公司,天津,300051 4. 中国地震局工程力学研究所,黑龙江哈尔滨,150080 |
| 基金项目： | 国家自然科学基金青年基金 |
| 摘 要： | 总结了地震作用下桩基震害现象以及液化土-桩-承台结构动力相互作用,针对目前国内外研究现状提出存在的主要问题以及需进一步研究的内容。分析了液化土中桩基横向动力响应的研究方法,指出了各种方法的优缺点和存在的主要问题,讨论了今后的发展趋势。 |
| 关 键 词： | 液化土-桩-承台结构 动力相互作用 研究现状 分析方法 |
State-of-art of study on dynamic interaction of liquefiable soil-pile-cap structure |
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| LI Yurun , WEI Xing , LIANG Yan , YUAN Xiaoming.State-of-art of study on dynamic interaction of liquefiable soil-pile-cap structure[J].Earthquake Engineering and Engineering Vibration,2012,32(3):180-186. | |
| Authors: | LI Yurun WEI Xing LIANG Yan YUAN Xiaoming |
| Institution: | 1.College of Civil Engineering,Hebei University of Technology,Tianjin 300401,China; 2.Civil Engineering Technology Research Center of Hebei Province,Tianjin 300401,China; 3.Tianyi Construction Design Corporation,Tianjin 300051,China; 4.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China) |
| Abstract: | This is a summary of the phenomena of seismic damage and dynamic interactions of liquefiable soil-pile-cap structures.According to the current study status at home and abroad,the main problem at present and the contents for further study are put forward.By analyzing the different methods for liquefiable soil-pile lateral dynamic responses,the advantages and disadvantages of each method are pointed out,and the tendency of the further study is discussed in this paper. |
| Keywords: | liquefiable soil-pile-cap structure dynamic interaction current study status analysis method |
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