| 高桩承台基础与桥梁结构的动力相互作用 |
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| 引用本文： | 叶爱君,刘伟岸,王斌斌. 高桩承台基础与桥梁结构的动力相互作用[J]. 同济大学学报(自然科学版), 2007, 35(9): 1163-1168 |
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| 作者姓名： | 叶爱君 刘伟岸 王斌斌 |
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| 作者单位： | 同济大学,土木工程防灾国家重点实验室,上海,200092 |
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| 基金项目： | 上海市青年科技启明星计划 |
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| 摘 要： | 采用两质点模型近似模拟群桩基础和基础以上桥梁结构的动力特性,推导出桥墩、基础地震反应的计算公式,然后用数学工具MATLAB编制了一个程序,最后以一个实际结构为背景建立两质点模型进行了动力相互作用规律的探讨.结果表明,承台质量较大的高桩承台基础和基础以上桥梁结构之间的动力相互作用现象非常显著,计算桥墩和基础的地震反应时,承台质量的影响不可忽略,否则可能会引起很大的误差.
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| 关 键 词： | 高桩承台基础 基础以上桥梁结构 动力相互作用 地震反应 |
| 文章编号： | 0253-374X（2007）09-1163-06 |
| 修稿时间： | 2005-12-28 |
Dynamic Interaction Between High-Rise Pile Cap Foundation and Bridge Structure |
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| YE Aijun,LIU Weian,WANG Binbin. Dynamic Interaction Between High-Rise Pile Cap Foundation and Bridge Structure[J]. Journal of Tongji University(Natural Science), 2007, 35(9): 1163-1168 |
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| Authors: | YE Aijun LIU Weian WANG Binbin |
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| Affiliation: | State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China |
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| Abstract: | Based on a two-particle model approximately simulating the dynamic behavior of pile-group foundation and bridge structure above foundation,the formula calculating the seismic responses is derived,and programmed by MATLAB.Then a two-particle model with an actual structure as the background is established to study the dynamic interaction between the high-rise pile cap foundation and bridge structure.Study results show that,if the mass of a high-rise pile cap is large,there is a significant dynamic interaction between the pile foundation and bridge structure above foundation,so influence of the pile cap mass should not be ignored in the seismic responses analysis of pier and foundation,otherwise very great error may be caused. |
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| Keywords: | high-rise pile cap foundation bridge structure above foundation dynamic interaction seismic response |
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