POST-BUCKLING BEHAVIOR OF ELASTIC CIRCULAR ARCHES

被引:21
作者
HARRISON, HB
机构
来源
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY | 1978年 / 65卷 / JUN期
关键词
D O I
10.1680/iicep.1978.2946
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
引用
收藏
页码:283 / 298
页数:16
相关论文
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[1]  
AUSTIN WJ, 1976, J STRUCT DIV-ASCE, V102, P1085
[2]  
Harrison H. B., 1973, International Journal for Numerical Methods in Engineering, V7, P195, DOI 10.1002/nme.1620070209
[3]  
HARRISON HB, 1976, J STRUCT DIV-ASCE, V102, P1353
[4]  
HARRISON HB, 1970, CIVIL ENG T I ENG AU, V12, P72
[5]   LARGE DEFLECTION, GEOMETRICALLY NONLINEAR FINITE-ELEMENT ANALYSIS OF CIRCULAR ARCHES [J].
SABIR, AB ;
LOCK, AC .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 1973, 15 (01) :37-47