Evaluation of seismic response factors for BRBFs using FEMA P695 methodology
- 1 December 2018
- journal article
- research article
- Published by Elsevier in Journal of Constructional Steel Research
- Vol. 151, 41-57
Abstract
No abstract availableKeywords
This publication has 20 references indexed in Scilit:
- Seismic performance of buckling-restrained braced frames with varying beam-column connectionsInternational Journal of Steel Structures, 2013
- Elastoplastic model for steel buckling-restrained bracesJournal of Constructional Steel Research, 2012
- Cyclic Behavior of Steel Wide-Flange Columns Subjected to Large DriftJournal of Structural Engineering, 2008
- Seismic Response and Performance of Buckling-Restrained Braced FramesJournal of Structural Engineering, 2007
- Reducing residual drift of buckling-restrained braced frames as a dual systemEngineering Structures, 2006
- Seismic testing and performance of buckling-restrained bracing systemsCanadian Journal of Civil Engineering, 2006
- State of the art of buckling-restrained braces in AsiaJournal of Constructional Steel Research, 2005
- Seismic demands on steel braced frame buildings with buckling-restrained bracesEngineering Structures, 2003
- Deflection Amplification Factor for Seismic Design ProvisionsJournal of Structural Engineering, 1994
- Establishing R (or Rw) and Cd Factors for Building Seismic ProvisionsJournal of Structural Engineering, 1991