Limit analysis of planar steel frames with variable section type and arbitrary loads-Reference-Cited by-同舟云学术

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Limit analysis of planar steel frames with variable section type and arbitrary loads

Published:2024-06 Issue: Volume:162 Page:104718
ISSN:0020-7462
Container-title:International Journal of Non-Linear Mechanics
language:en
Short-container-title:International Journal of Non-Linear Mechanics

Author:

Cacho-Pérez M.^ORCID

Funder

Universidad de Valladolid

Publisher

Elsevier BV

Reference26 articles.

1. Optimum design of geometrically nonlinear elastic-plastic steel frames;Saka;Comput. Struct.,1991

2. Experiments with clamped end beams;Kazinczy;Betonszemle,1914

3. Theory of limit design;Van den Broek,1948

4. Plastic Design of Frames 1: Fundamentals;Baker,1969

5. Fundamental propositions in the plastic theory of structures;Horne;J. Inst. Civil Eng.,1950

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. Limit analysis of planar steel frames, in-element plastic-hinge for uniformly distributed loads;International Journal of Non-Linear Mechanics;2024-11

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