Structural stability: from theory to practice

被引:38
作者
Chen, WF [1 ]
机构
[1] Purdue Univ, Sch Civil Engn, W Lafayette, IN 47907 USA
关键词
advanced analysis; buildings; design; effective length factor; plasticity; stability; steel; structural engineering;
D O I
10.1016/S0141-0296(98)00100-X
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Over the past 40 years drastic improvements in our knowledge regarding the behavior, strength and design of steel building frames has been achieved. This paper provides several specific examples in which new knowledge has been implemented and better design methods have been advanced in engineering practice. The directions of possible immediate implementation of some recent developments in advanced analysis for practical frame design are outlined. (C) 1999 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:116 / 122
页数:7
相关论文
共 21 条
[1]  
[Anonymous], ANAL SOFTWARE CYLIND
[2]  
[Anonymous], 1985, TUBULAR MEMBERS OFFS
[3]  
*ASIC, 1997, LOAD RES FACT DES SP
[4]  
Atsuta T, 1977, THEORY BEAM COLUMNS, V2
[5]  
Chen W.F., 1997, LRFD Steel Design Using Advanced Analysis
[6]  
Chen W.F., 1987, STRUCTURAL STABILITY
[7]  
Chen W.F., 1994, Advanced analysis of steel frames
[8]  
theory, software, and applications
[9]  
Chen W.-F., 1995, PLASTIC DESIGN 2 ORD
[10]  
Chen W.F., 2012, Plasticity for structural engineers