Structural Engineering and Mechanics

  • 제63권5호
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  • Pages.617-628
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  • 2017
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Dynamic experimental study on single and double beam-column joints in steel traditional-style buildings

  • Xue, Jianyang (Department of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Qi, Liangjie (Department of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Yang, Kun (Department of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Wu, Zhanjing (Department of Civil Engineering, Xi'an University of Architecture and Technology)
  • 투고 : 2017.03.04
  • 심사 : 2017.05.18
  • 발행 : 2017.09.10
⟨ 이전 논문 다음 논문 ⟩

초록

In order to study the failure mode and seismic behavior of the interior-joint in steel traditional-style buildings, a single beam-column joint and a double beam-column joint were produced according to the relevant building criterion of ancient architectural buildings and the engineering instances, and the dynamic horizontal loading test was conducted by controlling the displacement of the column top and the peak acceleration of the actuator. The failure process of the specimens was observed, the bearing capacity, ductility, energy dissipation capacity, strength and stiffness degradation of the specimens were analyzed by the load-displacement hysteresis curve and backbone curve. The results show that the beam end plastic hinge area deformed obviously during the loading process, and tearing fracture of the base metal at top and bottom flange of beam occurred. The hysteresis curves of the specimens are both spindle-shaped and plump. The ultimate loads of the single beam-column joint and double beam-column joint are 48.65 kN and 70.60 kN respectively, and the equivalent viscous damping coefficients are more than 0.2 when destroyed, which shows the two specimens have great energy dissipation capacity. In addition, the stiffness, bearing capacity and energy dissipation capacity of the double beam-column joint are significantly better than that of the single beam-column joint. The ductility coefficients of the single beam-column joint and double beam-column joint are 1.81 and 1.92, respectively. The cracks grow fast when subjected to dynamic loading, and the strength and stiffness degradation is also degenerated quickly.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China

참고문헌

  1. Akcay, H., Eckelman, C. and Haviarova, E. (2005), "Withdrawal, shear, and bending moment capacities of round mortise and tenon timber framing joints", Forest Prod. J., 55(6), 60-67.
  2. Chen, S.J., Yeh, C. and Chu, J. (1996), "Ductile steel beam-tocolumn connections for seismic resistance", J. Struct. Eng., 122(11), 1292-1299. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:11(1292)
  3. D'Ayala, D. and Benzoni, G. (2012), "Historic and traditional structures during the 2010 Chile earthquake: observations, codes, and conservation strategies", Earthq. Spectra, 28(S1), S425-S451. https://doi.org/10.1193/1.4000030
  4. Erdil, Y., Kasal, A. and Eckelman, C. (2005), "Bending moment capacity of rectangular mortise and tenon furniture joints", Forest Prod. J., 55(12), 209-213.
  5. Feio, A.O., Lourenco, P.B. and Machado, J.S. (2014), "Testing and modeling of a traditional timber mortise and tenon joint", Mater. Struct., 47(1-2), 213-225. https://doi.org/10.1617/s11527-013-0056-y
  6. Guo, Q. (1998), "Yingzao Fashi: twelfth-century Chinese building manual", Arch. History, 41, 1-13. https://doi.org/10.2307/1568644
  7. Han, Q.H., Liu, M.J., Lu, Y. and Zhao, S.S. (2016), "Experimental and simulation study on seismic behavior of beam-column joints with cast steel stiffener", J. Struct. Eng., 142(7), 1-18.
  8. Lee, C.H., Jeon, S.W., Kim, J.H. and Uang, C.M. (2005), "Effects of panel zone strength and beam web connection method on seismic performance of reduced beam section steel moment connections", J. Struct. Eng., 131(12), 1854-1865. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:12(1854)
  9. Leon, R.T., Hajjar, J.F. and Gustafson, M.A. (1998), "Seismic response of composite moment-resisting connections. I: Performance", J. Struct. Eng., 124(8), 868-876. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:8(868)
  10. Li, P. (2014), Experimental Study on Seismic Behavior of RC Column-beam Joint Built in Traditional Style, Xi'an University of Architecture and Technology, Xi'an.
  11. Liang, S. and Wilma, F. (1984), A Pictorial History of Chinese Architecture, MIT Press, Cambridge, Mass.
  12. Liu, Z.Q., Xue, J.Y., Zhao, H.T. and Gao, L. (2014), "Cyclic test for solid steel reinforced concrete frames with special-shaped columns", Earthq. Struct., 7(3), 317-331. https://doi.org/10.12989/eas.2014.7.3.317
  13. Ma, H., Xue, J., Liu, Y. and Zhang, X. (2015), "Cyclic loading tests and shear strength of steel reinforced recycled concrete short columns", Eng. Struct., 92, 55-68. https://doi.org/10.1016/j.engstruct.2015.03.009
  14. Nakashima, M., Suita, K., Morisako, K. and Maruoka, Y. (1998), "Tests of welded beam-column subassemblies. I: Global behavior", J. Struct. Eng., 124(11), 1236-1244. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:11(1236)
  15. Niwa, N., Kobori, T., Takahashi, M., Midorikawa, H., Kurata, N. and Mizuno, T. (2000), "Dynamic loading test and simulation analysis of full-scale semi-active hydraulic damper for structural control", Earthq. Eng. Struct. Dyn., 29(6), 789-812. https://doi.org/10.1002/(SICI)1096-9845(200006)29:6<789::AID-EQE933>3.0.CO;2-A
  16. Piazza, M., Baldessari, C. and Tomasi, R. (2008). "The role of inplane floor stiffness in the seismic behaviour of traditional buildings", 14th World Conference on Earthquake Engineering, Beijing, China.
  17. Shanmugam, N. and Ting, L. (1995), "Welded interior box-column to I-beam connections", J. Struct. Eng., 121(5), 824-830. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:5(824)
  18. Tankut, A., Denizli-Tankut, N., Gibson, H. and Eckelman, C. (2003), "Design and testing of bookcase frames constructed with round mortise and tenon joints", Forest Prod. J., 53(7/8), 80-86.
  19. Tsai, K., Wu, S. and Popov, E.P. (1995), "Experimental performance of seismic steel beam-column moment joints", J. Struct. Eng., 121(6), 925-931. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:6(925)
  20. Wang, Y., Zhou, H., Shi, Y. and Xiong, J. (2011), "Fracture prediction of welded steel connections using traditional fracture mechanics and calibrated micromechanics based models", Int. J. Steel Struct., 11(3), 351-366. https://doi.org/10.1007/s13296-011-3010-2
  21. Xie, Q., Li, P., Cui, Y., Sui, Y. and Su, W. (2016), "Finite element analysis of RC column-beam joint built in traditional style based on ABAQUS", World Earthq. Eng., 32(1), 245-253.
  22. Xue, J., Qi, L., Gao, L. and Liu, Z. (2016), "Mechanical behavior of lattice steel reinforced concrete inner frame with irregular section columns under cyclic reversed loading", Eng. Struct., 128, 225-236. https://doi.org/10.1016/j.engstruct.2016.09.045
  23. Xue, J., Qi, L., Sui, Y. and Wu, Z. (2016), "Research on shear capacity of circle tubular steel column-double I-shaped section beam joints in imitated ancient building", Earthq. Eng. Eng. Dyn., 36(4), 192-199.
  24. Xue, J., Qi, L., Sui, Y., Wu, Z. and Xu, D. (2016), "Mechanical performance and shear capacity calculation of the double beamcolumn inner joints in steel imitated ancient building", J. Civil, Arch. Environ. Eng., 38(1), 17-22.
  25. Xue, J., Wu, Z., Sui, Y., Ge, H. and Wu, K. (2016), "Experimental study and numerical analysis on aseismic performance of steel double-beams-column interior-joints in traditional style building", Eng. Mech., 33(5), 97-105.
  26. Xue, J., Zhai, L., Ma, L., Ge, H., Dong, J. and Wu, K. (2016), "Experimental study and numerical analysis on seismic behavior of steel eave columns with Dougong in imitated ancient buildings", China Civil Eng. J., 49(7), 57-67.
  27. Xue, J.Y. and Qi, L.J. (2016), "Experimental studies on steel frame structures of traditional-style buildings", Steel Compos. Struct., 22(2), 235-255. https://doi.org/10.12989/scs.2016.22.2.235
  28. Yang, Y., Du, J. and Li, G. (2000), "Analysis of the earthquake disaster characteristics of ancient building structures", World Inform. Earthq. Eng., 3.
  29. Yao, K., Zhao, H. and Ge, H. (2006), "Experimental studies on the characteristic of mortise-tenon joint in historic timber buildings", Eng. Mech., 23(10), 168-172.
  30. Yu, M., Oda, Y., Fang, D. and Zhao, J. (2008), "Advances in structural mechanics of Chinese ancient architectures", Front. Arch. Civil Eng. China, 2(1), 1-25. https://doi.org/10.1007/s11709-008-0002-1
  31. Zhang, X. (2015), Research on the traditional style of modern commercial buildings in Xi'an Ming City area, Xi'an University of Architecture and Technology, Xi'an.

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