Frame and Brace Action Forces on Steel Corner Gusset Plate Connections in Buckling-Restrained Braced Frames
Author:
Affiliation:
1. Department of Civil Engineering, National Taiwan University, Taipei, Taiwan, National Center for Research on Earthquake Engineering, Taipei, Taiwan
2. Department of Civil Engineering, National Taiwan University, Taipei, Taiwan
Abstract
Publisher
SAGE Publications
Subject
Geophysics,Geotechnical Engineering and Engineering Geology
Link
http://journals.sagepub.com/doi/pdf/10.1193/1.4000007
Reference16 articles.
1. Tests of Full‐Size Gusset Plate Connections
2. Steel buckling-restrained braced frames with single and dual corner gusset connections: seismic tests and analyses
3. Seismic Rehabilitation of Welded Steel Beam-to-Box Column Connections Utilizing Internal Flange Stiffeners
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