Seismic performance of flange plate connections between steel beams and box columns
- 1 May 2013
- journal article
- Published by Elsevier BV in Journal of Constructional Steel Research
- Vol. 84, 36-48
- https://doi.org/10.1016/j.jcsr.2012.11.011
Abstract
No abstract availableThis publication has 7 references indexed in Scilit:
- Application of Full Depth Side Plate to Moment Connection of I-Beam to Double-I ColumnAdvances in Structural Engineering, 2010
- Ductile moment connections used in steel column-tree moment-resisting framesJournal of Constructional Steel Research, 2006
- Cyclic behaviour of unreinforced and rib-reinforced moment connectionsJournal of Constructional Steel Research, 2005
- Forensic studies of a large cover‐plate steel moment‐resisting connectionThe Structural Design of Tall Buildings, 2002
- Steel Moment Frames for Earthquakes in United States and JapanJournal of Structural Engineering, 2000
- Critical issues in achieving ductile behaviour of welded moment connectionsJournal of Constructional Steel Research, 2000
- Effect of Local Details and Yield Ratio on Behavior of FR Steel ConnectionsJournal of Structural Engineering, 2000