SHAKEDOWN LOADING OPTIMIZATION UNDER CONSTRAINED RESIDUAL DISPLACEMENTS—FORMULATION AND SOLUTION FOR CIRCULAR PLATES-Reference-Cited by-同舟云学术

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SHAKEDOWN LOADING OPTIMIZATION UNDER CONSTRAINED RESIDUAL DISPLACEMENTS—FORMULATION AND SOLUTION FOR CIRCULAR PLATES

Published:2002-01 Issue:1 Volume:8 Page:54-67
ISSN:1392-3730
Container-title:Journal of Civil Engineering and Management
language:en
Short-container-title:Journal of Civil Engineering and Management

Author:

Jarmolajeva Ela,Atkočiūnas Juozas

Publisher

Vilnius Gediminas Technical University

Subject

Strategy and Management,Civil and Structural Engineering

Reference26 articles.

1. Čyras, A. 1969.Methods of linear programming for calculations of elastoplastic structures.199Leningrad: Strojizdat. (in Russian).

2. Cohn, M. Z. and Maier, G. 1978.Engineering plasticity by mathematical programming. Pergamon Press, Elmsford, NY648

3. Shakedown analysis of elastoplastic structures: A review of recent developments

4. Čyras, A. 1983.Mathematical models for the analysis and optimization of elastoplastic structures.121New York: John Wiley.

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Optimization of elastic‐plastic geometrically non‐linear lightweight structures under stiffness and stability constraints;Journal of Civil Engineering and Management;2004-01

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