Experimental investigation of the hysteretic performance of self-centering buckling-restrained braces with friction fuses
Authors:
- Qin XieQXQin Xie
- Zhen ZhouZZZhen Zhou
- Shao-Ping MengSMShao-Ping Meng
- 1 January 2020
- journal article
- research article
- Published by Elsevier in Engineering Structures
- Vol. 203
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China
This publication has 25 references indexed in Scilit:
- Evaluating the influence of stoppers on the low-cycle fatigue properties of high-performance buckling-restrained bracesEngineering Structures, 2012
- Development and experimental validation of a nickel–titanium shape memory alloy self-centering buckling-restrained braceEngineering Structures, 2012
- Experimental results of a NiTi shape memory alloy (SMA)-based recentering beam-column connectionEngineering Structures, 2011
- Residual Drift Response of SMRFs and BRB Frames in Steel Buildings Designed according to ASCE 7-05Journal of Structural Engineering, 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
- Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and ValidationJournal of Structural Engineering, 2008
- Seismic Analysis of Concentrically Braced Frame Systems with Self-Centering Friction Damping BracesJournal of Structural Engineering, 2008
- Seismic Response of Multistory Buildings with Self-Centering Energy Dissipative Steel BracesJournal of Structural Engineering, 2008
- Seismic demands on steel braced frame buildings with buckling-restrained bracesEngineering Structures, 2003