Low-Cycle Fatigue Life Estimation Curve for Buckling-Restrained Braces Based on Cumulative Plastic Deformation
Author:
Affiliation:
1. The Key Laboratory on Concrete and Prestressed Concrete Structures of Ministry of Education of China, Southeast University, Nanjing, China
2. Shanghai Electric Power Design Institude Co., Ltd, Shanghai, China
Funder
National Natural Science Foundation of China
China National Key Research and Development Program
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2020.1772152
Reference34 articles.
1. AISC. 2010b. Seismic provisions for structural steel buildings. ANSI/AISC 341-10. Chicago, IL: American Institute of Steel Construction.
2. Ductility capacity models for buckling-restrained braces
3. Component Testing, Seismic Evaluation and Characterization of Buckling-Restrained Braces
4. Seismic Performance of Steel Girder Bridges with Ductile Cross Frames Using Buckling-Restrained Braces
5. Effect of the unbonding materials on the mechanic behavior of all-steel buckling-restrained braces
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3. Hybrid data‐driven and physics‐based simulation technique for seismic response evaluation of steel buckling‐restrained braced frames considering brace fracture;Earthquake Engineering & Structural Dynamics;2024-06-25
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