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The limit loads of steel semi-rigid frames analyzed with different methods - MaRDI portal

The limit loads of steel semi-rigid frames analyzed with different methods

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Publication:3123775

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DOI10.1016/0045-7949(94)90054-XzbMath0865.73013OpenAlexW2020544418MaRDI QIDQ3123775

Publication date: 6 July 1997

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(94)90054-x

zbMATH Keywords

phenomenological model load-deflection response three-parameter model beam-column members rotational stiffness second-order inelastic behavior

Mathematics Subject Classification ID

Anelastic fracture and damage (74R20)

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