A unified approach for austenitic and ferritic stainless steel CHS beam-columns subjected to eccentric loading

A unified approach for austenitic and ferritic stainless steel CHS beam-columns subjected to eccentric loading

This paper develops a unified approach for assessing structural behaviour of austenitic and ferritic stainless steel circular hollow section (CHS) beam–columns​ under eccentric loading. This approach is based on combining a deformation-based method and collapse theory for stainless steel CHS beam–co...

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Bibliographic Details
Main Authors: Ma, You-Xin, Tan, Kang Hai
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2022
Subjects:
Engineering::Civil engineering
Combined Loading
Theoretical Study
Online Access:https://hdl.handle.net/10356/160091
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Institution: Nanyang Technological University
Language: English

Internet

https://hdl.handle.net/10356/160091

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