Numerical and experimental study on the behavior of drilled flange steel beam to CFT column connections
- 17 September 2020
- journal article
- research article
- Published by Elsevier BV in Structures
- Vol. 28, 726-740
- https://doi.org/10.1016/j.istruc.2020.09.012
Abstract
No abstract availableKeywords
This publication has 21 references indexed in Scilit:
- Effects of external confinement on structural performance of concrete-filled steel tubesJournal of Constructional Steel Research, 2017
- Experimental and analytical investigation of the behavior of diaphragm-through joints of concrete-filled tubular columnsJournal of Mechanics of Materials and Structures, 2012
- Moment-connection between I-beam and built-up square column by a diagonal through plateJournal of Constructional Steel Research, 2012
- Inelastic Force-Deformation Response of Joint Shear Panels in Beam-Column Moment Connections to Concrete-Filled TubesJournal of Structural Engineering, 2004
- Seismic performance of steel beams to concrete-filled steel tubular column connectionsJournal of Constructional Steel Research, 2003
- Experimental behavior of steel beam to CFT column connectionsJournal of Constructional Steel Research, 2001
- EXPERIMENTAL STUDY ON THE STATICAL CHARACTERISTICS OF PERIMETER BEAM-TO-SHS COLUMN CONECTIONS USING VERTICAL STIFFENER PLATESJournal of Structural and Construction Engineering (Transactions of AIJ), 2000
- Evaluation of pre-Northridge steel moment-resisting frame jointsThe Structural Design of Tall Buildings, 1998
- Design of steel MRF connections before and after 1994 Northridge earthquakeEngineering Structures, 1998
- Experimental Behavior of Connections to Concrete-filled Steel TubesJournal of Constructional Steel Research, 1998