Evaluation of the Buckling Load of an Elliptic Paraboloid Cable-Braced Grid Shell Using the Continuum Analogy

被引:29
作者
Feng Ruo-qiang [1 ]
Ye Jihong [1 ]
Yao Bin [2 ]
机构
[1] Southeast Univ, Key Lab Concrete & Prestressed Concrete Struct, Minist Educ, Nanjing 210096, Jiangsu, Peoples R China
[2] China United Engn Corp, Hangzhou 310022, Zhejiang, Peoples R China
来源
JOURNAL OF ENGINEERING MECHANICS-ASCE | 2012年 / 138卷 / 12期
关键词
Cable-braced grid shell; Initial imperfection; Stability; Continuum analogy;
D O I
10.1061/(ASCE)EM.1943-7889.0000454
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
A cable-braced grid shell is a new type of single-layer latticed shell suitable for glass roofs. Compared with traditional single-layer latticed shells, this new type of shell has a unique mesh shape (planar quadrilateral mesh), mesh form (steel and crossing cables), and surface shape (from the translation surface method). The grid shell is a single-layer latticed structure, and therefore stability is one of the key factors in the structural design. Therefore, in this paper, an elliptic paraboloid cable-braced grid shell with imperfections is used as an example with which to determine the formulas for the buckling load based on the continuum analogy. The main contents of this paper include the formula for the linear buckling load of an elliptic paraboloid cable-braced grid shell with imperfections, which is determined based on the continuum analogy. The equivalent rigidity for the cable-braced grid shell is then determined, and the effect of the cables on the shear rigidity is discussed. Finally, the formula for the linear buckling load is verified with numerical examples, and the errors are analyzed and a corresponding correction factor is given. DOI: 10.1061/(ASCE)EM.1943-7889.0000454. (C) 2012 American Society of Civil Engineers.
引用
收藏
页码:1468 / 1478
页数:11
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