Finite element procedures development for nonlinear steel frame analysis with quasi-static semi-rigid connection

As the semi-rigid behaviour becomes essential in current design consideration, this paper presents a study on the development of a nonlinear numerical analysis that is capable of simulating the quasi-static semi-rigid behaviour of structural steel frames under variable loadings for reliable design....

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Bibliographic Details
Main Authors: Mohammad, Shahrin, Abd. Rahman, Ahmad Baharuddin, Tan, Cher Siang, Ma, Chau Khun, Lee, Yee Yong, Lee, Yeong Huei
Format: Article
Published: Construction Research Institute of Malaysia 2018
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Online Access:http://eprints.utm.my/id/eprint/86495/
https://www.cream.my/main/index.php/publication/malaysian-construction-research-journal-mcrj
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