Development and validation of a versatile hysteretic model for pre-compressed self-centering buckling-restrained brace
Authors:
- Longhe XuLXLonghe Xu
- Peng ChenPCPeng Chen
- Zhongxian LiZLZhongxian Li
- 1 February 2021
- journal article
- research article
- Published by Elsevier in Journal of Constructional Steel Research
- Vol. 177
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China
This publication has 24 references indexed in Scilit:
- Development and experimental validation of a nickel–titanium shape memory alloy self-centering buckling-restrained braceEngineering Structures, 2012
- Elastoplastic model for steel buckling-restrained bracesJournal of Constructional Steel Research, 2012
- Residual Drift Response of SMRFs and BRB Frames in Steel Buildings Designed according to ASCE 7-05Journal of Structural Engineering, 2011
- Modelling of a self-centring damper and its application in structural controlJournal of Constructional Steel Research, 2011
- Plastic design of CB-frames with reduced section solution for bracing membersJournal of Constructional Steel Research, 2010
- Design and analysis of braced frames with shape memory alloy and energy-absorbing hybrid devicesEngineering Structures, 2010
- Large scale testing of nitinol shape memory alloy devices for retrofitting of bridgesSmart Materials and Structures, 2008
- Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and ValidationJournal of Structural Engineering, 2008
- Seismic Response of Multistory Buildings with Self-Centering Energy Dissipative Steel BracesJournal of Structural Engineering, 2008
- Seismic response of self‐centring hysteretic SDOF systemsEarthquake Engineering & Structural Dynamics, 2002