Optimal shakedown design of frames by linear programming-Reference-Cited by-同舟云学术

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Optimal shakedown design of frames by linear programming

Published:1985-01 Issue:3 Volume:21 Page:379-385
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Domaszewski Maciej,Samp-Stanisławska Ewa M.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference20 articles.

1. Theorie statisch uberstimmter Systeme aus ideal plastischem Baustoff;Melan;Sitzber. Akad. Wiss. IIa,1936

2. A new general theorem on shakedown of elastic-plastic structures;Koiter,1956

3. Structural design applications of MP techniques;Pope;AGARD NATO No. 149,1971

4. Proc. NATO Adv. Study Inst.,1979

5. Optimum Structural Design;Kirsch,1981

Cited by 4 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. Prisitaikomumo teorijos plėtotė optimizuojant plienines konstrukcijas;2015

2. Limit and shakedown analysis of 3-D steel frames;Engineering Structures;2008-07

3. A fully automatic force method for the optimal shakedown design of frames;Computational Mechanics;1999-05-21

4. A constraint selection technique in limit analysis;Applied Mathematical Modelling;1989-07

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