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单层柱面网壳在多点输入下的地震反应
引用本文:邸龙,楼梦麟.单层柱面网壳在多点输入下的地震反应[J].同济大学学报(自然科学版),2006,34(10):1293-1298.
作者姓名:邸龙  楼梦麟
作者单位:同济大学,土木工程防灾国家重点实验室,上海,200092
摘    要:采用可考虑行波效应和部分相干效应的人工合成多点地震动,同时考虑网壳结构的材料非线性和几何非线性,对柱壳在多点输入下的地震反应进行计算,并与一致输入下的地震反应进行对比,考察二者之间的差异;深入分析了大跨度单层柱面网壳结构在多点输入下的地震反应规律,得出一些有益于工程实际的重要结论.

关 键 词:单层柱面网壳  一致输入  多点输入
文章编号:0253-374X(2006)10-1293-06
收稿时间:03 21 2005 12:00AM
修稿时间:2005-03-21

Seismic Response Analysis of Single Layer Cylindrical Reticulated Shell Under Multi-Support Excitations
DI Long,LOU Menglin.Seismic Response Analysis of Single Layer Cylindrical Reticulated Shell Under Multi-Support Excitations[J].Journal of Tongji University(Natural Science),2006,34(10):1293-1298.
Authors:DI Long  LOU Menglin
Institution:State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
Abstract:In this paper, simulated ground motions are produced with consideration of incoherent effect and wave-passage effect. Based on both geometrical nonlinearity and material nonlinearity, seismic response of long-span single layer cylindrical reticulated shell under multi-support excitations and uniform excitations is studied, and comparison is also made. Profound analysis is made of the rule of seismic response of reticulated shell under multi-support excitations, and some important conclusions are drawn.
Keywords:single layer cylindrical reticulated shell  uniform excitation  multi-support excitation
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