Steel and Composite Structures

  • 제20권2호
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  • Pages.431-445
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  • 2016
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Pseudo-dynamic test of the steel frame - Shear wall with prefabricated floor structure

  • Han, Chun (College of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Li, Qingning (College of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Jiang, Weishan (College of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Yin, Junhong (College of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Yan, Lei (College of Civil Engineering, Xi'an University of Architecture and Technology)
  • 투고 : 2015.03.25
  • 심사 : 2015.10.19
  • 발행 : 2016.02.10
⟨ 이전 논문 다음 논문 ⟩

초록

Seismic behavior of new composite structural system with a fabricated floor was studied. A two-bay and three-story structural model with the scale ratio of 1/4 was consequently designed. Based on the proposed model, multiple factors including energy dissipation capacity, stiffness degradation and deformation performance were analyzed through equivalent single degree of freedom pseudo-dynamic test with different earthquake levels. The results show that, structural integrity as well as the effective transmission of the horizontal force can be ensured by additional X bracing at the bottom of the rigidity of the floor without concrete topping. It is proved that the cast-in-place floor in areas with high seismic intensity can be replaced by the prefabricated floor without pouring surface layer. The results provide a reliable theoretical basis for the seismic design of the similar structural systems in engineering application.

키워드

참고문헌

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피인용 문헌

  1. Seismic Response Investigation and Analyses of End Plate Moment-Resisting CFST Frames Under Pseudo-Dynamic Loads vol.19, pp.6, 2016, https://doi.org/10.1007/s13296-019-00250-2
  2. Numerical Study on Hysteretic Behaviour of Horizontal-Connection and Energy-Dissipation Structures Developed for Prefabricated Shear Walls vol.10, pp.4, 2016, https://doi.org/10.3390/app10041240