Prediction of the force displacement capacity boundary of an unbuckled steel slit damper
- 1 November 2015
- journal article
- Published by Elsevier BV in Journal of Constructional Steel Research
- Vol. 114, 30-50
- https://doi.org/10.1016/j.jcsr.2015.07.003
Abstract
No abstract availableThis publication has 27 references indexed in Scilit:
- Post-Northridge connections with slit dampers to enhance strength and ductilityJournal of Constructional Steel Research, 2012
- Shape optimization of metallic yielding devices for passive mitigation of seismic energyEngineering Structures, 2010
- Seismic performance of steel structures with slit dampersEngineering Structures, 2009
- Experimental study of steel slit damper for passive energy dissipationEngineering Structures, 2008
- Seismic-Resistant Weld-Free Steel Frame Buildings with Mechanical Joints and Hysteretic DampersJournal of Structural Engineering, 2006
- Mechanical property of beam-to-column moment connection with hysteretic dampers for column weak axisEngineering Structures, 2004
- Seismic demands on steel braced frame buildings with buckling-restrained bracesEngineering Structures, 2003
- Supplemental energy dissipation: state-of-the-art and state-of-the-practiceEngineering Structures, 2002
- ULTIMATE ENERGY ABSORPTION CAPACITY OF SLIT-TYPE STEEL PLATES SUBJECTED TO SHEAR DEFORMATIONSJournal of Structural and Construction Engineering (Transactions of AIJ), 1998
- Design of Steel Triangular Plate Energy Absorbers for Seismic-Resistant ConstructionEarthquake Spectra, 1993