Experimental research on seismic damage of T-shaped CFST column to steel beam joints
Authors:
- Jianyang XueJXJianyang Xue
- Hechao LiHLHechao Li
- Xi ChenXCXi Chen
- Xin LuXLXin Lu
- Guangxu TuGTGuangxu Tu
- Ruibao ZhongRZRuibao Zhong
- 4 March 2022
- journal article
- research article
- Published by Elsevier in Structures
- Vol. 38, 1380-1396
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (51808195)
- Xi'an University of Architecture and Technology
This publication has 13 references indexed in Scilit:
- Global Seismic Damage Model of RC Structures Based on Structural Modal PropertiesJournal of Structural Engineering, 2018
- Experimental Study of the Shear Capacity of Steel Beam-to-L-CFST Column ConnectionsInternational Journal of Steel Structures, 2018
- Research on special-shaped concrete-filled steel tubular columns under axial compressionJournal of Constructional Steel Research, 2018
- Experimental investigation of special-shaped concrete-filled steel tubular column to steel beam connections under cyclic loadingEngineering Structures, 2017
- Earthquake Damage Evaluation of T-Shaped SRC Composite Column-Steel Beams in 3D Connection JointsAdvances in Structural Engineering, 2015
- Developments and advanced applications of concrete-filled steel tubular (CFST) structures: MembersJournal of Constructional Steel Research, 2014
- Analysis of concrete-filled steel tubular columns with "T" shaped cross section (CFTTS)Steel and Composite Structures, 2013
- Stress Transferring Mechanism and the Bearing Capacity of Joints between Concrete-Filled Square Steel Tubular Special-Shaped Columns and Steel BeamsApplied Mechanics and Materials, 2011
- Performance of circular CFST column to steel beam frames under lateral cyclic loadingJournal of Constructional Steel Research, 2011
- Mechanistic Seismic Damage Model for Reinforced ConcreteJournal of Structural Engineering, 1985