Steel and Composite Structures

  • 제28권5호
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  • Pages.641-653
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  • 2018
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Experiment and bearing capacity analyses of dual-lintel column joints in Chinese traditional style buildings

  • Xue, Jianyang (College of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Ma, Linlin (College of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Wu, Zhanjing (College of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Zhai, Lei (College of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Zhang, Xin (College of Civil Engineering, Xi'an University of Architecture and Technology)
  • 투고 : 2018.04.18
  • 심사 : 2018.06.17
  • 발행 : 2018.09.10
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents experiment and bearing capacity analyses of steel dual-lintel column (SDC) joints in Chinese traditional style buildings. Two SDC interior joints and two SDC exterior joints, which consisted of dual box-section lintels, circular column and square column, were designed and tested under low cyclic loading. The force transferring mechanisms at the panel zone of SDC joints were proposed. And also, the load-strain curves at the panel zone, failure modes, hysteretic loops and skeleton curves of the joints were analyzed. It is shown that the typical failure modes of the joints are shear buckling at bottom panel zone, bending failure at middle panel zone, welds fracturing at the panel zone, and tension failure of base metal in the heat-affected zone of the joints. The ultimate bearing capacity of SDC joints appears to decrease with the increment of axial compression ratio. However, the bearing capacities of exterior joints are lower than those of interior joints at the same axial compression ratio. In order to predict the formulas of the bending capacity at the middle panel zone and the shear capacity at the bottom panel zone, the calculation model and the stress state of the element at the panel zone of SDC joints were studied. As the calculated values showed good agreements with the test results, the proposed formulas can be reliably applied to the analysis and design of SDC joints in Chinese traditional style buildings.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China, Xi'an University of Architecture & Technology

참고문헌

  1. AISC (2005), Load and resistance factor design specification for structural steel buildings; American Institute of Steel Construction, Chicago, IL, USA.
  2. Chen, C.C. and Lin, C.C. (2013), "Seismic performance of steel beam-to-column moment connections with tapered beam flanges", Eng. Struct., 48, 588-601. https://doi.org/10.1016/j.engstruct.2012.10.003
  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. Gholami, M., Deylami, A. and Tehranizadeh, M. (2013), "Seismic performance of flange plate joints between steel beams and box columns", J. Constr. Steel Res., 84, 36-48. https://doi.org/10.1016/j.jcsr.2012.11.011
  5. Hiroki, N., Atsushi, S. and Keiichiro, S. (2011), "Loading Test of Exterior Diaphragm Type Moment Connection with Circular Tube Column", Steel Constr. Eng., 18(72), 53-60.
  6. Kim, Y.P. and Hwang, W.S. (2008), "Evaluation of diaphragm effect for steel welded box beam and circular column connections", Int. J. Steel Struct., 8(3), 189-198.
  7. Kim, J., Hong, W.K. and Kim, J.H. (2016), "Experimental investigation of the influence of steel joints upon the flexural capacity of precast concrete columns", Struct. Des. Tall Special Build., 26(5), e1340.
  8. Lan, X.Y. and Huang, Y. (2016), "Structural design of cold-formed stainless steel tubular X-and T-joints at elevated temperatures", Thin-Wall. Struct., 108, 270-279. https://doi.org/10.1016/j.tws.2016.08.014
  9. Lee, K.M., Li, R., Jung, H.T., Chen, L.Y. and Oh, K.W. (2013), "Cyclic testing of weak-axis steel moment connections", Steel Compos. Struct., Int. J., 15(5), 507-518. https://doi.org/10.12989/scs.2013.15.5.507
  10. Li, J. (1100), Construction Methods of Song Dynasty, Royal Press, Kaifeng, China.
  11. Liang, S.C. (1984), A Pictorial History of Chinese Architecture, MTT Press, Boston, MA, USA.
  12. Loulelis, D., Hatzigeorgiou, G.D. and Beskos, D.E. (2012), "Moment resisting steel frames under repeated earthquakes", Earthq. Struct., Int. J., 3(3), 231-248. https://doi.org/10.12989/eas.2012.3.3_4.231
  13. Moradi, S. and Alam, M.S. (2017), "Multi-criteria optimization of lateral load-drift response of posttensioned steel beam-column connections", Eng. Struct., 130, 180-197. https://doi.org/10.1016/j.engstruct.2016.10.005
  14. Shi, G., Fan, H., Bai, Y., Yuan, F., Shi, Y.J. and Wang, Y.Q. (2012), "Improved measure of beam-to-column joint rotation in steel frames", J. Constr. Steel Res., 70, 298-307. https://doi.org/10.1016/j.jcsr.2011.07.012
  15. Wang, W. Chen, Y.Y., Li, W.Q. and Leon, R.T. (2011), "Bidirectional seismic performance of steel beam to circular tubular column connections with outer diaphragm", Earthq. Eng. Struct. Dyn., 40(10), 1063-1081. https://doi.org/10.1002/eqe.1070
  16. Xue, J.Y. and Qi, L.J. (2016), "Experimental studies on steel frame structures of traditional-style buildings", Steel Compos. Struct., Int. J., 22(2), 235-255. https://doi.org/10.12989/scs.2016.22.2.235
  17. Zhang, X.C., Xue, J.Y., Zhao, H.T. and Sui, Y. (2011), "Experimental study on Chinese ancient timber frame building by shaking table test", Struct. Eng. Mech., Int. J., 40(4), 453-469. https://doi.org/10.12989/sem.2011.40.4.453