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 |
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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 | |
Publication status | Published - 1 Jan 2020 |
Keywords
- Design formula
- Experimental study
- High-strength steel beam-column
- Numerical study
ASJC Scopus subject areas
- General Engineering