[논문]Seismic Performance of Full-Scale Joints Composed by Concrete-Filled Steel Tube Column and Reinforced Concrete Beam with Steel Plate-Stud Connections

Li, Zhenbao; Liu, Yashuang; Ma, Hua; Wang, Qianqian; Tang, Zhenyun

doi:10.1155/2019/5476909

Seismic Performance of Full-Scale Joints Composed by Concrete-Filled Steel Tube Column and Reinforced Concrete Beam with Steel Plate-Stud Connections 원문보기

Advances in civil engineering, v.2019, 2019년, pp.1 - 17

Li, Zhenbao (The Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China) , Liu, Yashuang (The Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China) , Ma, Hua (The Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China) , Wang, Qianqian (College of Exploration Technology and Engineering, Hebei GEO University, Shijiazhuang 050031, China) , Tang, Zhenyun (The Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China)

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A concrete-filled steel tube (CFST) column has the advantages of high bearing capacity, high stiffness, and good ductility, while reinforced concrete (RC) structure systems are familiar to engineers. The combinational usage of CFST and RC components is playing an important role in contemporary projects. However, existing CFST column-RC beam joints are either too complex or have insufficient stiffness at the interface, so their practical engineering application has been limited. In this study, the results of a practical engineering project were used to develop two kinds of CFST column-RC beam joints that are connected by vertical or U-shaped steel plates and studs. The seismic performance of full-scale column-beam joints with a shear span ratio of 4 was examined when they were subjected to a low-cyclic reversed loading test. The results showed a plump load-displacement curve for the CFST column-RC beam joint connected by steel plates and studs, and the connection performance satisfied the building code. The beam showed a bending failure mode similar to that of traditional RC joints. The failure area was mainly concentrated outside the steel plate, and the plastic hinge moved outward from the ends of the beam. When the calculated cross section was set at the ends of the beam, the bending capacity of joints with the vertical or U-shaped steel plates and studs increased compared to the RC joint. However, when the calculated cross section was set to the failure area, the capacity was similar to that of the RC joint. The proposed joints showed increases in the energy dissipation, average energy dissipation coefficient, and ductility coefficient compared to the RC joint.

참고문헌 (27)

Liu, J., Zhang, S., Zhang, X., Guo, L.. Behavior and strength of circular tube confined reinforced-concrete (CTRC) columns. Journal of constructional steel research : JCSR, vol.65, no.7, 1447-1458.

상세보기
International Journal of Steel Structures 1 1 33 2001 10.12989/scs.2001.1.1.033

상세보기
Elremaily, Ahmed, Azizinamini, Atorod. Experimental behavior of steel beam to CFT column connections. Journal of constructional steel research : JCSR, vol.57, no.10, 1099-1119.

상세보기
Beutel, J., Thambiratnam, D., Perera, N.. Cyclic behaviour of concrete filled steel tubular column to steel beam connections. Engineering structures, vol.24, no.1, 29-38.

상세보기
Shin, Kyung-Jae, Kim, Young-Ju, Oh, Young-Suk, Moon, Tae-Sup. Behavior of welded CFT column to H-beam connections with external stiffeners. Engineering structures, vol.26, no.13, 1877-1887.

상세보기
Wu, L.Y., Chung, L.L., Tsai, S.F., Lu, C.F., Huang, G.L.. Seismic behavior of bidirectional bolted connections for CFT columns and H-beams. Engineering structures, vol.29, no.3, 395-407.

상세보기
Zhang, Dongfang, Zhao, Junhai, Zhang, Yufen. Experimental and Numerical Investigation of Concrete-Filled Double-Skin Steel Tubular Column for Steel Beam Joints. Advances in materials science and engineering, vol.2018, 1-13.

상세보기
Nethercot, D.A., Li, T.Q., Ahmed, B.. Unified classification system for beam-to-column connections. Journal of constructional steel research : JCSR, vol.45, no.1, 39-65.

상세보기
Journal of Structural Engineering 116 11 3059 1990 10.1061/(ASCE)0733-9445(1990)116:11(3059)

상세보기
Structural Engineers 2000 4 1 2000
Building Structure 31 7 8 2001
Journal of Wuhan University of Technology 26 2 44 2004

상세보기
Journal of Building Structures 23 6 10 2002
Industrial Construction 35 11 21 2005

상세보기
Engineering Mechanics 28 4 109 2011
Nie, Jianguo, Bai, Yu, Cai, C. S.. New Connection System for Confined Concrete Columns and Beams. I: Experimental Study. Journal of structural engineering, vol.134, no.12, 1787-1799.

상세보기
Bai, Yu, Nie, Jianguo, Cai, C. S.. New Connection System for Confined Concrete Columns and Beams. II: Theoretical Modeling. Journal of structural engineering, vol.134, no.12, 1800-1809.

상세보기
Zhang, Y.F., Zhao, J.H., Cai, C.S.. Seismic behavior of ring beam joints between concrete-filled twin steel tubes columns and reinforced concrete beams. Engineering structures, vol.39, 1-10.

상세보기
Chen, Q.J., Cai, J., Bradford, M.A., Liu, X., Zuo, Z.L.. Seismic behaviour of a through-beam connection between concrete-filled steel tubular columns and reinforced concrete beams. Engineering structures, vol.80, 24-39.

상세보기
Journal of Harbin Institute of Technology 48 6 124 2016
Journal of Harbin University of Civil Engineering and Architecture 32 2 21 1999
Industrial Construction 41 2 97 2011
Zha, X., Wan, C., Yu, H., Dassekpo, J.B.M.. Seismic behavior study on RC-beam to CFST-column non-welding joints in field construction. Journal of constructional steel research : JCSR, vol.116, 204-217.

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Seismic Performance of Full-Scale Joints Composed by Concrete-Filled Steel Tube Column and Reinforced Concrete Beam with Steel Plate-Stud Connections 원문보기

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