ITERATIVE SOLUTIONS FOR PROBLEMS OF OPTIMAL ELASTIC DESIGN

被引:3
作者
CANTU, E
CINQUINI, C
机构
[1] Istituto di Scienza e Tecnica delle Costruzioni, Università di Pavia
关键词
D O I
10.1016/0045-7825(79)90001-X
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
An iterative procedure is presented for the optimal design of one-dimensional structures with prescribed linear or rotational displacement at a given point. © 1979.
引用
收藏
页码:257 / 266
页数:10
相关论文
共 7 条
[1]  
Heyman, Prager, Automatic minimum weight design of steel frames, J. Franklin Inst., 266, pp. 339-364, (1958)
[2]  
Massonnet, Save, Calcul plastique des constructions, (1967)
[3]  
Cohn, Analysis and design of inelastic structures, (1972)
[4]  
Huang, Optimal design of elastic beams for minimum-maximum deflection, Journal of Applied Mechanics, pp. 1078-1081, (1971)
[5]  
Cinquini, Optimal elastic design for prescribed maximum deflection, J. Struct. Mech., 7, pp. 21-34, (1979)
[6]  
Cantu, Cinquini, Influenza del controllo degli spostamenti nell'ottimizzazione di strutture in acciaio, Costruzioni Metalliche, 5, pp. 203-208, (1978)
[7]  
Hegemier, Tang, A variational principle, the finite element method, and optimal structural design for given deflection, IUTAM Symposium on Optimization in Structural Design, pp. 464-483, (1975)