Stability of wide-flange columns in steel moment-resisting frames: evaluation of the Canadian seismic design requirements-Reference-Cited by-同舟云学术

Stability of wide-flange columns in steel moment-resisting frames: evaluation of the Canadian seismic design requirements

Published:2022-01-13 Issue:3 Volume:20 Page:1591-1617
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Islam Abrar,Imanpour Ali

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s10518-021-01313-8.pdf

Reference48 articles.

1. AISC (2016a) ANSI/AISC 303-16, code of standard practice for steel buildings and bridges. American Institute of Steel Construction. Chicago, IL, USA

2. AISC (2016b) ANSI/AISC 341-16, seismic provisions for structural steel buildings. American Institute of Steel Construction. Chicago, IL, USA

3. Ashrafi A, Imanpour A (2021) Seismic response of steel multi-tiered eccentrically braced frames. J Constr Steel Res 181:106600

4. ASTM (2003) ASTM A6/A6M-04b, standard specification for general requirements for rolled structural steel bars, plates, shapes, and sheet piling. American Society for Testing and Materials, West Conshohocken

5. Bansal JP (1971) The lateral instability of continuous steel beams. University of Texas, Austin

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