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(1985)
Strength and behavior of frames with concrete filled square steel tubular columns under earthquake loading
W. Tizani, Zhi Wang, I. Hajirasouliha (2013)
Hysteretic performance of a new blind bolted connection to concrete filled columns under cyclic loading: An experimental investigationEngineering Structures, 46
H. Kanatani, M. Tabuchi, T. Kamba, Ji Hsiaolien, M. Ishikawa (1988)
A Study on Concrete Filled RHS Column to H-Beam Connections Fabricated with HT Bolts in Rigid Frames
M. Mahmood, W. Tizani, C. Sansour (2014)
Effect of Tube Thickness on the Face Bending for Blind-Bolted Connection to Concrete Filled Tubular StructuresJournal of Civil and Environmental Engineering, 1
A. Sev, Görkem Aslan (2014)
Natural Ventilation for the Sustainable Tall Office Buildings of the FutureWorld Academy of Science, Engineering and Technology, International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering, 8
S. Morino, J. Kawaguchi, C. Yasuzaki, S. Kanazawa (1993)
Behavior of Concrete-Filled Steel Tubular Three-Dimensional Subassemblages
Y. Qin, Zhihua Chen, Xiaodun Wang (2014)
Elastoplastic behavior of through-diaphragm connections to concrete-filled rectangular steel tubular columnsJournal of Constructional Steel Research, 93
Y. Qin, Zhihua Chen, Wang Xiaodun, Ting Zhou (2014)
SEISMIC BEHAVIOR OF THROUGH-DIAPHRAGM CONNECTIONS BETWEEN CFRT COLUMNS AND STEEL BEAMS-EXPERIMENTAL STUDY
(1993)
Behavior of concrete filled steel tubular three-dimensional subassemblies. In: Proceedings of the composite construction in steel and concrete, pp. 726–741
T. Fukumoto, K. Morita (2005)
Elastoplastic Behavior of Panel Zone in Steel Beam-to-Concrete Filled Steel Tube Column Moment ConnectionsJournal of Structural Engineering-asce, 131
B. Rong, Zhihua Chen, Ruoyu Zhang, A. Fafitis, N. Yang (2012)
Experimental and analytical investigation of the behavior of diaphragm-through joints of concrete-filled tubular columnsJournal of Mechanics of Materials and Structures, 7
Y. Qin, Zhihua Chen, Xiaodun Wang (2014)
Experimental investigation of new internal-diaphragm connections to CFT columns under cyclic loadingJournal of Constructional Steel Research, 98
Y. Qin, Zhihua Chen, Qian-kun Yang, K. Shang (2014)
Experimental seismic behavior of through-diaphragm connections to concrete-filled rectangular steel tubular columnsJournal of Constructional Steel Research, 93
B. Rong, Zhihua Chen, A. Fafitis, Jikui Miao (2013)
Seismic behavior of diaphragm-through connections of concrete-filled square steel tubular columns and H-shaped steel beamsTransactions of Tianjin University, 19
Y. Qin, Zhihua Chen, B. Rong (2014)
Component-based mechanical models for axially-loaded through-diaphragm connections to concrete-filled RHS columnsJournal of Constructional Steel Research, 102
Su-Hee Park, Sung-Mo Choi, Yosuk Kim, Young-wook Park, Jin–Ho Kim (2010)
Hysteresis behavior of concrete filled square steel tube column-to-beam partially restrained composite connectionsJournal of Constructional Steel Research, 66
I. Nishiyama, T. Fujimoto, T. Fukumoto, Kenzo Yoshioka (2004)
INELASTIC FORCE-DEFORMATION RESPONSE OF JOINT SHEAR PANELS IN BEAM-COLUMN MOMENT CONNECTIONS TO CONCRETE-FILLED TUBESJournal of Structural Engineering-asce, 130
(2014)
2014b) Elastoplastic behavior of through-diaphragm connections to concrete-filled rectangular steel tubular columns
The diaphragm-through connections are some of the most widespread connections between concrete-filled steel tubular columns and steel beams. In this work, five tee-shaped diaphragm-through connections were fabricated so that they comply with the principle of “strong members and weak panel zone.” Low-frequency cyclic loading was applied to the specimens to investigate the panel zone behavior of the connections. Based on the test results, the force transfer mechanism and the effect of different factors on the panel zone shear capacity were analyzed. In addition, different methods of calculating the panel zone shear strength were compared with the experimental data. The results show that the shear capacity of the panel zone of the connection is borne mainly by the steel tube webs and the core concrete. The steel frame composite with steel tube flanges and diaphragms strengthens the plastic deformation ability after yielding. It was found that in the existing computational methods for panel zone shear capacity of the connection, the calculated results are in agreement with the test results for the shear capacity of the steel tube webs, but the predicted values are not consistent with the concrete component capacity.
Advances in Structural Engineering – SAGE
Published: Apr 1, 2016
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