POST-BUCKLING ANALYSIS OF SPATIAL STRUCTURES BY VECTOR ITERATION METHODS

被引:94
作者
PAPADRAKAKIS, M
机构
关键词
D O I
10.1016/0045-7949(81)90059-6
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
引用
收藏
页码:393 / 402
页数:10
相关论文
共 51 条
[1]   DEGREE OF STABILITY OF GEODESIC DOMES WITH INDEPENDENT LOADING PARAMETERS [J].
ABATAN, AO ;
HOLZER, SM .
COMPUTERS & STRUCTURES, 1978, 9 (01) :43-51
[2]  
AGUILAR RJ, 1967, J STRUCTURAL DIVISIO, V93, P301
[3]  
ARGYRIS JH, 1964, RECENT ADV MATRIX ME
[4]  
Baron F., 1971, J STRUCTURAL DIVISIO, V97, P679, DOI [10.1061/jsdeag.0002824, DOI 10.1061/JSDEAG.0002824]
[5]  
Bergan P. G., 1973, Computer Methods in Applied Mechanics and Engineering, V2, P185, DOI 10.1016/0045-7825(73)90014-5
[6]  
BERKE L, 1969, STRUCTURAL TECHNOLOG, P381
[7]  
BIRNSTIEL C, 1980, J STRUCT DIV-ASCE, V106, P491
[8]  
BOGER FK, 1968, 2ND P C MATR METH ST
[9]  
BOGNER FK, 1965, AFFDLTR65113
[10]  
BRENDEL B, 1976, P INT S WIDE SPAN SU