Seismic Retrofitting of Non-Seismically Designed RC Beam-Column Joints using Buckling-Restrained Haunches: Design and Analysis
Author:
Affiliation:
1. Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China
2. State Key laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China
Funder
The Hong Kong Polytechnic University
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2016.1277441
Reference40 articles.
1. ACI-ASCE Committee 352. [2002] “Recommendations for design of beam–column joints in monolithic reinforced concrete structures (ACI 352R-02),” American Concrete Institute, Farmington Hills, Michigan.
2. A cyclic shear stress–strain model for joints without transverse reinforcement
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