Experimental study on two-level yielding buckling-restrained braces
Authors:
- Guo-Qiang LiGLGuo-Qiang Li
- Ying-Zhi SunYSYing-Zhi Sun
- Jian JiangJJJian Jiang
- Fei-Fei SunFSFei-Fei Sun
- Chang JiCJChang Ji
- 1 August 2019
- journal article
- research article
- Published by Elsevier in Journal of Constructional Steel Research
- Vol. 159, 260-269
Abstract
No abstract availableKeywords
Funding Information
- Ministry of Science and Technology of the People's Republic of China
This publication has 28 references indexed in Scilit:
- A numerical model of the structural behavior of buckling-restrained bracesEngineering Structures, 2012
- 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
- Development of New-Type Buckling-Restrained Braces and Their Application in Aseismic Steel FrameworksAdvances in Structural Engineering, 2011
- Experimental tests on full‐scale RC unretrofitted frame and retrofitted with buckling‐restrained bracesEarthquake Engineering & Structural Dynamics, 2011
- A novel type of angle steel buckling‐restrained brace: Cyclic behavior and failure mechanismEarthquake Engineering & Structural Dynamics, 2010
- Development of a Displacement-Based Design Method for Steel Dual Systems With Buckling-Restrained Braces and Moment-Resisting FramesJournal of Earthquake Engineering, 2010
- A low-tech dissipative buckling restrained brace. Design, analysis, production and testingEngineering Structures, 2009
- Seismic performance of steel structures with slit dampersEngineering Structures, 2009
- A model for hysteretic behavior of rhombic low yield strength steel added damping and stiffnessComputers & Structures, 2005