| 桩-土-结构相互作用对大跨度斜拉桥地震响应的影响 |
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| 引用本文： | 段浪,金波.桩-土-结构相互作用对大跨度斜拉桥地震响应的影响[J].上海力学,2011,32(1). |
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| 作者姓名： | 段浪 金波 |
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| 作者单位： | 同济大学航空航天与力学学院; |
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| 摘 要： | 土层条件对结构在地震作用下的破坏有很大影响。本文旨在对考虑桩-土-结构动力相互作用(PSSI)对大跨度斜拉桥地震响应造成的影响进行评估。文中将桩-土相互作用理想化为采用连续分布的水平弹簧和粘滞阻尼器的Penzien模型,并用ANSYS有限元分析软件对苏通大桥整体模型进行地震响应时程分析来研究PSSI的影响。可以看出,PSSI对苏通大桥地震响应有显著影响,如果忽略PSSI效应,大部分响应将被低估。
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| 关 键 词： | 桩-土-结构相互作用(PSSI) Penzien模型 苏通大桥 ANSYS |
Influence of Pile-soil-structure Interaction on Seismic Response of Long Span Cable Stayed Bridge |
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| DUAN Lang,JIN Bo.Influence of Pile-soil-structure Interaction on Seismic Response of Long Span Cable Stayed Bridge[J].Chinese Quarterly Mechanics,2011,32(1). |
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| Authors: | DUAN Lang JIN Bo |
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| Institution: | DUAN Lang,JIN Bo(School of Aerospace Engineering and Applied Mechanics,Tongji University,Shanghai 200092,China) |
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| Abstract: | Soil conditions have a great deal to do with damage to structures during earthquakes.This paper attempts to assess the influence of dynamic pile-soil-structure interaction(PSSI) on the seismic behavior of long span cable stayed bridge.In the present approach,the soil-pile interaction was idealized as Penzien model using continuously distributed springs and viscous dampers placed in parallel.The effects of PSSI on integral model of SUTONG Bridge were investigated by performing seismic analysis in time domain... |
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| Keywords: | pile-soil-structure interaction Penzien model SUTONG bridge |
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