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考虑土-结构相互作用双层柱面网壳在多点输入下的地震反应分析
引用本文:楼梦麟,邸龙. 考虑土-结构相互作用双层柱面网壳在多点输入下的地震反应分析[J]. 地震工程与工程振动, 2006, 26(3): 228-231
作者姓名:楼梦麟  邸龙
作者单位:同济大学,土木工程防灾国家重点实验室,上海,200092;同济大学,土木工程防灾国家重点实验室,上海,200092
基金项目:国家自然科学基金项目(50278070)
摘    要:目前对于网壳结构的地震反应研究大部分仍然采用一致输入,特别是没有考虑土-结构相互作用对网壳结构的影响。本文通过对大型有限元分析软件MSC.Nastran的二次开发,用等效线性化方法考虑土体的非线性,对土体采用三维实体单元建模,并对土体在基岩面上采用地震动的多点输入,计算分析了大跨度双层柱面网壳的动力反应,并且与一致地震动输入下网壳结构的地震反应进行了对比,考察了两者之间的差异,深入分析了考虑土-结构相互作用下,双层柱面网壳结构在多点输入和一致输入下的地震反应规律,并得出了一些重要结论。

关 键 词:土-结构相互作用  双层柱面网壳  多点输入  一致输入
文章编号:1000-1301(2006)03-0228-04
收稿时间:2005-12-06
修稿时间:2005-12-062006-03-20

Seismic response analysis of double-layer cylindrical reticulated shell under multiple-support excitations considering dynamic soil-structure interaction
Lou Menglin,Di Long. Seismic response analysis of double-layer cylindrical reticulated shell under multiple-support excitations considering dynamic soil-structure interaction[J]. Earthquake Engineering and Engineering Vibration, 2006, 26(3): 228-231
Authors:Lou Menglin  Di Long
Affiliation:State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
Abstract:At present,the uniform seismic excitation is still assumed.In fact,multi-support excitations and soil-structure interaction should be used in dynamic response analysis of reticulated shells.In this paper,seismic responses of long-span double-layer cylindrical reticulated shell under multiple-support excitations considering soil-structure interaction are studied by secondly development of MSC.Nastran finite element software.The equivalent linearization method is used to consider soil nonlinearity.The soil model is formed by three-dimensional solid element.And the result is compared with that under uniform excitation.The rule of seismic response of reticulated shell under multiple-support excitations considering soil-structure interaction are analyzed deeply,and some important conclusions are drawn.
Keywords:soil-structure interaction  double layer cylindrical reticulated shell  multiple-support excitation  uniform excitation
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