STABILITY FUNCTIONS FOR 3-DIMENSIONAL BEAM-COLUMNS

被引：50
作者：
EKHANDE, SG
SELVAPPALAM, M
MADUGULA, MKS
机构：
[1] UNIV FLORIDA,DEPT CIVIL ENGN,GAINESVILLE,FL 32611
[2] UNIV WINDSOR,DEPT CIVIL ENGN,WINDSOR N9B 3P4,ONTARIO,CANADA
[3] UNIV WINDSOR,DEPT CIVIL & ENVIRONM ENGN,WINDSOR N9B 3P4,ONTARIO,CANADA
来源：
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 1989年 / 115卷 / 02期
关键词：
D O I：
10.1061/(ASCE)0733-9445(1989)115:2(467)
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
引用
收藏
页码：467 / 482
页数：16
相关论文
共 6 条
[1]   NON-LINEAR STATIC ANALYSIS OF CABLE-STAYED BRIDGE STRUCTURES [J].
FLEMING, JF .
COMPUTERS & STRUCTURES, 1979, 10 (04) :621-635
[2]  
HARRISON HB, 1973, COMPUTER METHODS STR
[3]  
Horne M.R., 1965, STABILITY FRAMES
[4]  
Przemieniecki J.S., 1968, THEORY MATRIX STRUCT, p[70, 388]
[5]  
SELVAPPALAM M, 1987, THESIS U WINDSOR WIN
[6]   STIFFNESS MATRIX FOR GEOMETRIC NONLINEAR-ANALYSIS [J].
YANG, YB ;
MCGUIRE, W .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1986, 112 (04) :853-877
1