Experimental study of steel moment resisting frames with shear link
- 11 December 2018
- journal article
- research article
- Published by Elsevier BV in Journal of Constructional Steel Research
- Vol. 154, 197-208
- https://doi.org/10.1016/j.jcsr.2018.11.027
Abstract
No abstract availableKeywords
Funding Information
- Sharif University of Technology (QA970110, G960904)
- Iranian National Science Foundation (94002402)
This publication has 19 references indexed in Scilit:
- Development of Replaceable Cast Steel Links for Eccentrically Braced FramesJournal of Structural Engineering, 2016
- Cyclic testing of tubular web RBS connections in deep beamsJournal of Constructional Steel Research, 2016
- Analytical Study of Moment-Resisting Frames Retrofitted with Shear Slotted Bolted ConnectionJournal of Structural Engineering, 2015
- Seismic response evaluation of the linked column frame systemEarthquake Engineering & Structural Dynamics, 2012
- Seismic Design and Performance of Steel Moment-Resisting Frames with Nonlinear Replaceable LinksJournal of Structural Engineering, 2011
- Seismic performance of the Accordion-Web RBS connectionJournal of Constructional Steel Research, 2010
- Ductile moment connections used in steel column-tree moment-resisting framesJournal of Constructional Steel Research, 2006
- Inelastic Behavior of Bolted Flange Plate ConnectionsJournal of Structural Engineering, 2002
- Performance-based design in earthquake engineering: state of developmentEngineering Structures, 2001
- Posttensioned Seismic-Resistant Connections for Steel FramesJournal of Structural Engineering, 2001