西南交通大学学报(英文版)2004，Vol.12Issue(1)：65-68,4.
Modification of Slenderness Coefficient of Angle Steels
Modification of Slenderness Coefficient of Angle Steels
刘红燕 1李志业1
作者信息
- 1. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
- 折叠
摘要
Abstract
To provide information for amendment to Technical Specifications for Power Transmission Towers (SDGJ94-90), the critical loads of typical compressed angle steels was calculated. The correlation of buckling loads and slenderness of compressed angle steels was obtained with regression. A new slenderness coefficient equation was proposed based on the result of the correlation. A practical measure to ensure good result in nonlinear solution using Arch-length method is put forward.关键词
loss of stability/slenderness coefficient/critical loadKey words
loss of stability/slenderness coefficient/critical load分类
通用工业技术引用本文复制引用
刘红燕,李志业..Modification of Slenderness Coefficient of Angle Steels[J].西南交通大学学报(英文版),2004,12(1):65-68,4.
