Flexural-torsional buckling behaviour and resistances of fixed-ended press-braked S690 high strength steel angle section columns

The flexural-torsional buckling behaviour and resistances of fixed-ended press-braked S690 high strength steel angle section columns have been studied based on testing and numerical modelling, and reported in this paper. A testing programme, employing four different equal-leg angle section sizes, wa...

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Bibliographic Details
Main Authors: Zhang, Lulu, Liang, Yating, Zhao, Ou
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2022
Subjects:
Online Access:https://hdl.handle.net/10356/154764
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Institution: Nanyang Technological University
Language: English
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