SPARSELY CONNECTED BUILT-UP COLUMNS

被引:6
作者
LIBOVE, C
机构
[1] Mech. and Aerospace Engrg. Dept., Syracuse Univ., Syracuse,NY,13210, United States
来源
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 1985年 / 111卷 / 03期
关键词
This work was supported in part by the National Science Foundation under Grant CEE-8304729. The derivations were checked by Dr. Renjie Mao and Dr. Jeng-Shian Chang; who separately formulated and executed the Newton-Raphson procedure leading to Fig. 7. In addition; Dr. Mao obtained an independent confirmation of Eq. 69 on the basis of the general theory of post-buckling behavior in Ref. 4; and he suggested the plot in Fig. 9. A brief early version of this paper was presented at the Annual Technical Session and Meeting of the Structural Stability Research Council held in San Francisco on April 10-11; 1984;
D O I
10.1061/(ASCE)0733-9445(1985)111:3(609)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
14
引用
收藏
页码:609 / 627
页数:19
相关论文
共 14 条
[1]  
[Anonymous], J STRUCT DIV ASCE
[2]  
Britvec S.J., 1973, STABILITY ELASTIC SY
[3]  
Budiansky B., 1979, TRENDS SOLID MECH 19, P93
[4]  
Budiansky B, 1974, ADV APPL MECH, P1, DOI DOI 10.1016/S0065-2156(08)70030-9
[5]  
CHANG JS, 1984, THESIS SYRACUSE U SY
[6]  
KOITER WT, 1970, AD704124
[7]  
LOOMIS RS, 1980, J STRUCT DIV-ASCE, V106, P211
[8]  
SCHMIDT LC, 1976, J STRUCT DIV-ASCE, V102, P1479
[9]  
SMITH E, 1980, CIVIL ENG APR, P59
[10]  
von Mises R, 1926, Z ANGEW MATH MECH, V6, P181