Steel and Composite Structures

  • 제22권2호
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  • Pages.235-255
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  • 2016
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Experimental studies on steel frame structures of traditional-style buildings

  • Xue, Jianyang (School of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Qi, Liangjie (School of Civil Engineering, Xi'an University of Architecture and Technology)
  • 투고 : 2016.05.21
  • 심사 : 2016.09.29
  • 발행 : 2016.10.10
⟨ 이전 논문 다음 논문 ⟩

초록

This paper experimentally investigated the behavior of steel frame structures of traditional-style buildings subjected to combined constant axial load and reversed lateral cyclic loading conditions. The low cyclic reversed loading test was carried out on a 1/2 model of a traditional-style steel frame. The failure process and failure mode of the structure were observed. The mechanical behaviors of the steel frame, including hysteretic behaviors, order of plastic hinges, load-displacement curve, characteristic loads and corresponding displacements, ductility, energy dissipation capacity, and stiffness degradation were analyzed. Test results showed that the Dou-Gong component (a special construct in traditional-style buildings) in steel frame structures acted as the first seismic line under the action of horizontal loads, the plastic hinges at the beam end developed sufficiently and satisfied the Chinese Seismic Design Principle of "strong columns-weak beams, strong joints-weak members". The pinching phenomenon of hysteretic loops occurred and it changed into Z-shape, indicating shear-slip property. The stiffness degradation of the structure was significant at the early stage of the loading. When failure, the ultimate elastic-plastic interlayer displacement angle was 1/20, which indicated high collapse resistance capacity of the steel frame. Furthermore, the finite element analysis was conducted to simulate the behavior of traditional-style frame structure. Test results agreed well with the results of the finite element analysis.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China, China State Construction Engineering Corporation

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피인용 문헌

  1. Experimental and analytical investigation of transition steel connections in traditional-style buildings vol.150, 2017, https://doi.org/10.1016/j.engstruct.2017.07.062
  2. Influence analysis of bracket set on seismic performance of steel eave columns in Chinese traditional style buildings 2018, https://doi.org/10.1002/tal.1462
  3. Pseudo Dynamic Test and Time-History Analyses of Traditional-Style Steel Frame Structures vol.18, pp.2, 2018, https://doi.org/10.1007/s13296-018-0007-0
  4. Dynamic experimental study on single and double beam-column joints in steel traditional-style buildings vol.63, pp.5, 2016, https://doi.org/10.12989/sem.2017.63.5.617
  5. Experiment and bearing capacity analyses of dual-lintel column joints in Chinese traditional style buildings vol.28, pp.5, 2016, https://doi.org/10.12989/scs.2018.28.5.641
  6. Investigations of different steel layouts on the seismic behavior of transition steel-concrete composite connections vol.8, pp.3, 2016, https://doi.org/10.12989/acc.2019.8.3.173
  7. Fundamentals of Building Deconstruction as a Circular Economy Strategy for the Reuse of Construction Materials vol.11, pp.3, 2016, https://doi.org/10.3390/app11030939