Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Collapse Loading Protocols
Author:
Affiliation:
1. Senior Manager, Nippon Steel Corporation, 6-1 Marunouchi 2-chome, Chiyoda-ku, Tokyo 100-8081, Japan.
2. Associate Professor, École Polytechnique Fédérale de Lausanne (EPFL), Station 18, Lausanne 1015, Switzerland (corresponding author). ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002963
Reference53 articles.
1. Auger K. Y. B. Minouei A. Elkady A. Imanpour M. Leclerc D. G. Lignos G. Toutant and R. Tremblay. 2016. “Multi-directional structural component hybrid testing system for the assessment of the seismic response of steel I-shaped columns.” In Proc. 11th Pacific Structural Steel Conf. Shanghai China: Chinese Steel Construction Association.
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