[1]颜少荣.某双曲抛物面钢网壳屋盖可靠性分析[J].东南大学学报(自然科学版),1999,29(1):97-100.[doi:10.3969/j.issn.1001-0505.1999.01.020]
 Yan Shaorong.Reliability Analysis on the Steel Roof of a Hyperbolic Paraboloid Latticed Shell[J].Journal of Southeast University (Natural Science Edition),1999,29(1):97-100.[doi:10.3969/j.issn.1001-0505.1999.01.020]
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某双曲抛物面钢网壳屋盖可靠性分析()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
29
期数:
1999年第1期
页码:
97-100
栏目:
土木工程
出版日期:
1999-01-20

文章信息/Info

Title:
Reliability Analysis on the Steel Roof of a Hyperbolic Paraboloid Latticed Shell
作者:
颜少荣
五邑大学建筑工程系,广东江门 529020
Author(s):
Yan Shaorong
Department of Civil Engineering,Wuyi University, Jiangmen, Guangdong 529020
关键词:
双曲抛物面 钢网壳 可靠性分析
Keywords:
hyperbolic paraboloid lalliced shell steel roof reliability analysis
分类号:
TU317
DOI:
10.3969/j.issn.1001-0505.1999.01.020
摘要:
采用SAP5结构分析程序,对3种不同边界约束假定下的某不规则四边形双曲抛物面钢网壳屋盖分别进行内力计算分析. 结合实际工程的静载试验,对比理论计算与实测挠度分析,验证理论计算结果的准确性及工程设计的可靠性.
Abstract:
Using SAP5 structure programming and considering different boundary restraint conditions, an analysis of the internal forces on the steel roof of the hyperbolic paraboloid latticed shell is proposed. With the experimental investigation of a practical steel roof the comparison between measurement and calculation of the displacements shows that the calculating result as the boundary displacements are replaced by test data is reasonable and the roof design is satisfactory. 

参考文献/References:

[1] Schueller W.现代建筑结构.高伯扬等译.北京:中国建筑科学出版社,1990,273~301
[2] 乐承俊,梁铁汉.双曲抛物面单层钢网壳结构设计与实测分析.江西建筑,1992(2):26~29
[3] 华东水利学院.弹性力学问题的有限元法.北京:水利出版社,1977.118~122

备注/Memo

备注/Memo:
第一作者:女,1963年生,硕士,副教授.
更新日期/Last Update: 1999-01-20