Limit load capacity of end-plate connections with geometrical imperfections

被引：0

作者：

Biegus, A ^{[1
]}

Czemplik, A ^{[1
]}

机构：

[1] Wroclaw Univ Technol, Wroclaw, Poland

来源：

PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON STEEL STRUCTURES OF THE 2000'S | 2000年

关键词：

structural connections; limit load capacity; geometrical imperfections;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Taper slots (angular defects) and relative displacements of connected parts of a structural connection (linear defects) are the geometrical imperfections that occur during the assembly of the structure. They cause internal forces and their calculation formula is presented in the paper. Moreover, due to that imperfections, strains and stresses in the connection and in the whole structure are complex and characterized by the moments and forces: M-x, M-y, M-s, V-x, Y-y, N. The method of analysis of the end-plate connections with geometrical imperfections is presented in the paper.

引用

页码：95 / 100

页数：4