Inclined concrete-filled SHS steel column to steel beam joints under monotonic and cyclic loading: Experiments
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference21 articles.
1. Concrete-filled tubular members and connections;Zhao,2010
2. Tests on inclined, tapered and STS concrete-filled steel tubular (CFST) stub columns;Han;Journal of Constructional Steel Research,2010
3. Experimental behaviour of steel reduced beam section to concrete-filled circular hollow section column connections;Wang;Journal of Constructional Steel Research,2008
4. Hysteretic behaviour of flush end plate joints to concrete-filled steel tubular columns;Wang;Journal of Constructional Steel Research,2009
5. Experimental behaviour of thin-walled steel tube confined concrete column to RC beam joints under cyclic loading;Han;Thin-walled Structures,2009
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1. Cyclic behavior and shear strength of exterior reinforced concrete beam-column joints with inclined columns;Journal of Building Engineering;2024-08
2. Optimization of the Mechanical Properties of Bolted Connections between Concrete-Filled Tubular Columns and Steel Beam with Reinforcing Rings;Buildings;2024-03-13
3. Seismic behaviour of TSOBs bolted I-beam to hollow section square column connection with inner stiffener;Journal of Building Engineering;2022-07
4. Experimental investigation on monotonic bending behaviour of TSOBs bolted beam to hollow square section column connection with inner stiffener;Journal of Building Engineering;2022-04
5. Seismic performance and analytical model of CFDST joint with endplates and long bolts;Structures;2022-01
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