Flexural Capacity Formula of Diaphragm-Through Joints of Concrete-Filled Square Steel Tubular Column

• 作 者: Bin Rong Rui Liu Zhenyu Li Cha
• 机 构: SchoolofCivilEngineering,KeyLaboratoryofCoastCivilStructureSafety,DepartmentofCivilandEnvironmentalE
• 出 处: 天津大学学报：英文版
• 发表日期: 2017年3期
• 关键词: Diaphragm-through joint H-shaped steel BEAM FLEXURAL capacity Finite element ana
• 基金项目: This study was supported by the National NaturalScience Foundation of China (No. 51268054 and No. 51468061)and Natural Science Foundation of Tianjin, China (No.13JCQNJC07300).

Finite element analysis and parametric studies were performed to investigate the flexural capacity of the panel zone of diaphragm-through joints between concretefilled square steel tubular columns and H-shaped steel beams. Through the comparisons of failu