EFFECTIVE LENGTH FACTOR FOR COLUMNS IN BRACED FRAMES

被引:35
作者
DUAN, L
CHEN, WF
机构
[1] School of Civ. Engrg., Purdue Univ., West Lafayette,IN,47907, United States
来源
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 1988年 / 114卷 / 10期
关键词
D O I
10.1061/(ASCE)0733-9445(1988)114:10(2357)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
11
引用
收藏
页码:2357 / 2370
页数:14
相关论文
共 11 条
[1]  
[Anonymous], 1986, LOAD RESISTANCE FACT
[2]  
Bleich F., 1952, BUCKLING STRENGTH ME
[3]   IMPROVED G-FACTOR METHOD FOR EVALUATING EFFECTIVE LENGTHS OF COLUMNS [J].
BRIDGE, RQ ;
FRASER, DJ .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1987, 113 (06) :1341-1356
[4]  
Chen W.-F., 1987, STRUCTURAL STABILITY
[5]  
Galambos T.V., 1968, STRUCTURAL MEMBERS F
[6]  
IFFLAND JSB, 1978, J STRUCT DIV-ASCE, V104, P1469
[7]  
JOHNSON DE, 1960, J ENG MECH DIV ASCE, V95, P23
[8]  
JOHNSTON BG, 1976, STRUCTURAL STABILITY
[9]  
WINTER G, 1948, CORNELL U B, V36
[10]  
1978, SPECIFICATION DESIGN