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《Steel Construction》 2019-07
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SUN Yiliang;ZHANG Wuchen;YANG Ziheng;FENG Changxi;RONG Bin;State Grid Hebei Economic Research Institute;School of Civil Engineering,Tianjin University;  
The elastic stiffness of the panel zone in diaphragm-through joints between square steel tubular column and H-shaped steel beam subjected to beam moments was studied. The panel zone deformation mechanism of diaphragm-through joints was analyzed. Based on reasonable assumptions,the elastic stiffness formula of the panel zone,which considered shear deformation of the panel zone,was theoretically derived. Based on the verified finite element model,parametric analysis of diaphragm-through joints was conducted. The proposed formula was proved through the comparisons of theoretical results and FEM results,which indicated the accuracy of the proposed formula.
【CateGory Index】: TU398.9
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1 Rong Bin1,2,3 ,Chen Zhihua 1,2 ,Apostolos Fafitis 4 ,Miao Jikui5 (1.School of Civil Engineering,Tianjin University,Tianjin 300072,China; 2.Key Laboratory of Coast Civil Structure Safety (Tianjin University),Ministry of Education,Tianjin 300072,China; 3.School of Civil Engineering,Xinjiang University,Urumqi 830046,China; 4.Department of Civil and Environmental Engineering,Arizona State University,Tempe 85287,USA; 5.School of Architecture and Urban Planning,Shandong Jianzhu University,Jinan 250101,China);Seismic Behavior of Diaphragm-Through Connections of Concrete-Filled Square Steel Tubular Columns and H-Shaped Steel Beams[J];Transactions of Tianjin University;2013-03
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1 Miao Jikui;Bing Qingde;School of Architecture and Urban Planning,Shandong Jianzhu University;Key Laboratory of Renewable Energy Utilization Technologies in Building of Ministry of Education,Shandong Jianzhu University;Department of Assets,Shandong Jianzhu University;;Local tensile behavior of diaphragm-through joints of concrete-filled steel tubular column[J];山东建筑大学学报;2015-02
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