中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Geometrical non-linear analysis of a simply-supported cross V-shaped folded plate roof

文献类型:期刊论文

作者Lai, YM; Wu, ZW; Zhu, YL; Sun, AL
刊名THIN-WALLED STRUCTURES
出版日期2000-07-01
卷号37期号:3页码:259-275
关键词cross V-shaped folded plate roof non-linear analysis and structural comparison
ISSN号0263-8231
通讯作者Lai, YM()
英文摘要In this paper, the equation of the middle surface of a simply-supported cross V-shaped folded plate roof is established by means of the inclined coordinate system and generalized functions-sign function and step function. Then, the non-linear analysis for this simply-supported roof subjected to uniform load and point load is given by using the non-linear theory of shallow shell and the non-linear Galerkin's method. Finally, an illustrative example of this roof is presented. This example indicates that the largest stress of this roof is much less then that of the four pitch roof of same dimensions. Therefore, a lot of construction material could be saved by using this proposed roof. (C) 2000 Published by Elsevier Science Ltd.
收录类别SCI
WOS关键词PARABOLICAL CYLINDER ROOF ; NONLINEAR-ANALYSIS
WOS研究方向Engineering
WOS类目Engineering, Civil
语种英语
WOS记录号WOS:000088494700005
出版者ELSEVIER SCI LTD
URI标识http://www.irgrid.ac.cn/handle/1471x/2556648
专题寒区旱区环境与工程研究所
通讯作者Lai, YM
作者单位1.Chinese Acad Sci, Cold & Arid Reg Environm & Engn Res Inst, State Key Lab Frozen Soil Engn, Lanzhou 730000, Peoples R China
2.Lanzhou Railway Univ, Dept Civil Engn, Lanzhou 730070, Peoples R China
推荐引用方式
GB/T 7714
Lai, YM,Wu, ZW,Zhu, YL,et al. Geometrical non-linear analysis of a simply-supported cross V-shaped folded plate roof[J]. THIN-WALLED STRUCTURES,2000,37(3):259-275.
APA Lai, YM,Wu, ZW,Zhu, YL,&Sun, AL.(2000).Geometrical non-linear analysis of a simply-supported cross V-shaped folded plate roof.THIN-WALLED STRUCTURES,37(3),259-275.
MLA Lai, YM,et al."Geometrical non-linear analysis of a simply-supported cross V-shaped folded plate roof".THIN-WALLED STRUCTURES 37.3(2000):259-275.

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来源:寒区旱区环境与工程研究所

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