Stiffness Analysis for Hollow Spherical Joints

被引:0
|
作者
Fan, Wang [1 ]
Xing, Wang [1 ]
机构
[1] Ningbo Univ Technol, Sch Architecture & Civil Engn, Ningbo 315016, Zhejiang, Peoples R China
来源
PROCEEDINGS OF THE 5TH INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING AND TRANSPORTATION 2015 | 2016年 / 30卷
关键词
Hollow Spherical Joints; Stiffness Analysis; Stability Bearing Capacity; Reticulated Shells;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Hollow spherical joints' stiffness has important effect on the strength and stability bearing capacity of reticulated shells. Because of complication of theoretical analysis and difficulty on experiments, the stiffness of hollow spherical joints which are applied widely in the large-span reticulated shells, is analyzed and computed under the different conditions by finite element method with the program SAP5 in this paper, the expressions of axial flexibility function f and flexural stiffness k(e) of hollow spherical joints with parameters: joints' diameter and thickness, members' diameter are attained by regression analysis for lots of computing results. Here, orthogonal design and orthogonal multi-item formula are accepted. These expressions can be adopted by the non-linear stability analysis of the large-span reticulated shells with hollow spherical joints considering the effect of joints' stiffness.
引用
收藏
页码:257 / 261
页数:5
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