11.67: Cyclic backbone curves for steel wide-flange columns: A numerical study
Author:
Affiliation:
1. University of California, San Diego; Dept. Structural Engineering; U.S.A.
2. National Institute of Standards and Technology; U.S.A.
Publisher
Wiley
Subject
General Earth and Planetary Sciences,General Environmental Science
Reference15 articles.
1. Collapse Resistance of Steel Columns under Combined Axial and Lateral Loading;Fogarty;Journal of Structural Engineering,2016
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1. Development and Application of an Analytical Model for LYP Steel Shear Links in Eccentrically Braced Frames;Arabian Journal for Science and Engineering;2024-01-22
2. Seismic stability of steel wide-flange columns in ductile moment-resisting frames: out-of-plane response and design recommendations;Bulletin of Earthquake Engineering;2023-03-01
3. Stability of wide-flange columns in steel moment-resisting frames: evaluation of the Canadian seismic design requirements;Bulletin of Earthquake Engineering;2022-01-13
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