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板锥柱面网壳结构地震响应的动力时程分析
引用本文:王南,和海芳,邢李红.板锥柱面网壳结构地震响应的动力时程分析[J].辽宁工程技术大学学报(自然科学版),2005,24(5):689-691.
作者姓名:王南  和海芳  邢李红
作者单位:[1]河北工程学院研究生部,河北邯郸056038 [2]河北工业大学机械学院,天津300130 [3]河北科技大学唐山分院,河北唐山063000
基金项目:国家自然科学基金资助项目(50145007)
摘    要:基于有限元法,以两纵边支承的板锥柱面网壳结构为研究对象,运用时程分析法分别计算板锥柱面网壳结构在水平地震和竖向地震作用下的地震响应,分析研究了板锥柱面网壳结构在动力作用下的位移和内力分布规律,结果表明,其竖向地震反应要大于其在水平向地震作用下的地震反应。同时分析了此结构在地震作用下的支座反力特点。在此基础之上,得出了一些有价值的结论,为板锥柱面网壳结构的应用和设计提供理论指导。

关 键 词:板锥柱面网壳  时程分析  地震响应
文章编号:1008-0562(2005)05-0689-03
修稿时间:2003年12月1日

Direct dynamic analysis of plate-cone cylindrical reticulated shell subject to earthquake action
WANG Nan,HE Hai-fang,XING Li-hong.Direct dynamic analysis of plate-cone cylindrical reticulated shell subject to earthquake action[J].Journal of Liaoning Technical University (Natural Science Edition),2005,24(5):689-691.
Authors:WANG Nan    HE Hai-fang  XING Li-hong
Institution:WANG Nan1,2,HE Hai-fang1,XING Li-hong3
Abstract:Plate-cone cylindrical reticulated shell that is supported through two longitudinal edges is studied in this paper.Earthquake responses of plate-cone cylindrical reticulated shell in horizontal earthquake and in vertical earthquake are calculated based on finite element analysis and direct dynamic analysis.Rules of displacements and internal forces in dynamic action are achieved.It is indicated that earthquake responses in vertical earthquake are greater than those in horizontal earthquake.Features of reaction force are analyzed.The valuable results are got to instruct the application and engineering design of plate-cone cylindrical reticulated shell.
Keywords:plate-cone cylindrical reticulated shell  direct dynamic analysis  earthquake response
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