Behavior and design of high-strength steel columns under combined compression and bending

Kwok Fai Chung; Tian Yu Ma; Guo Qiang Li; Xiao Lei Yan

doi:10.1016/B978-0-08-102931-2.00008-5

Behavior and design of high-strength steel columns under combined compression and bending

Kwok Fai Chung, Tian Yu Ma, Guo Qiang Li, Xiao Lei Yan

Research output: Chapter in book / Conference proceeding › Chapter in an edited book (as author) › Academic research › peer-review

1 Citation (Scopus)

Abstract

This chapter presents an experimental and numerical study on the ultimate strength of high-strength steel (HSS) columns subject to eccentric compression. The modifications of current design formula to include HSS box-section and H-section columns in bending and axial compression are proposed.

Original language	English
Title of host publication	Behavior and Design of High-Strength Constructional Steel
Publisher	Elsevier
Pages	305-355
Number of pages	51
ISBN (Electronic)	9780081029312
DOIs	https://doi.org/10.1016/B978-0-08-102931-2.00008-5
Publication status	Published - 1 Jan 2020

Keywords

Design formula
Experimental study
High-strength steel beam-column
Numerical study

ASJC Scopus subject areas

Engineering(all)

More information

10.1016/B978-0-08-102931-2.00008-5

Cite this

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title = "Behavior and design of high-strength steel columns under combined compression and bending",

abstract = "This chapter presents an experimental and numerical study on the ultimate strength of high-strength steel (HSS) columns subject to eccentric compression. The modifications of current design formula to include HSS box-section and H-section columns in bending and axial compression are proposed.",

keywords = "Design formula, Experimental study, High-strength steel beam-column, Numerical study",

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Y1 - 2020/1/1

N2 - This chapter presents an experimental and numerical study on the ultimate strength of high-strength steel (HSS) columns subject to eccentric compression. The modifications of current design formula to include HSS box-section and H-section columns in bending and axial compression are proposed.

AB - This chapter presents an experimental and numerical study on the ultimate strength of high-strength steel (HSS) columns subject to eccentric compression. The modifications of current design formula to include HSS box-section and H-section columns in bending and axial compression are proposed.

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KW - Experimental study

KW - High-strength steel beam-column

KW - Numerical study

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U2 - 10.1016/B978-0-08-102931-2.00008-5

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ER -

Behavior and design of high-strength steel columns under combined compression and bending

Abstract

Keywords

ASJC Scopus subject areas

More information

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