Seismic testing and numerical analysis of Y-shaped eccentrically braced frame made of high-strength steel
Author:
Affiliation:
1. School of Civil Engineering; Xi'an University of Architecture and Technology; Xi'an 710055 China
2. Post-doctoral Mobile Stations of Material Science and Engineering; Xi'an University of Architecture and Technology; Xi'an 710055 China
Funder
National Natural Science Foundation of China
Publisher
Wiley
Subject
Building and Construction,Architecture,Civil and Structural Engineering
Reference22 articles.
1. Tanabashi , R. Naneta , K. Ishida , T. On the rigidity and ductility of steel bracing assemblage Proceedings of the 5th World Conference on Earthquake Engineering 1974 834 840
2. Plastic design of eccentrically braced frames, I: Moment–shear interaction
3. Experimental Validation of Replaceable Shear Links for Eccentrically Braced Steel Frames
4. Experimental study of cyclic behavior of composite vertical shear link in eccentrically braced frames
5. A design procedure for dual eccentrically braced systems: Analytical formulation
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