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Seismic performance and design method of PRC coupling beam-hybrid coupled shear wall system

  • Tian, Jianbo (School of Civil Engineering and Architecture, Xi'an University of Technology) ;
  • Wang, Youchun (School of Civil Engineering and Architecture, Xi'an University of Technology) ;
  • Jian, Zheng (School of Civil Engineering and Architecture, Xi'an University of Technology) ;
  • Li, Shen (School of Civil Engineering and Architecture, Xi'an University of Technology) ;
  • Liu, Yunhe (School of Civil Engineering and Architecture, Xi'an University of Technology)
  • Received : 2018.06.01
  • Accepted : 2018.12.15
  • Published : 2019.01.25

Abstract

The seismic behavior of PRC coupling beam-hybrid coupled shear wall system is analyzed by using the finite element software ABAQUS. The stress distribution of steel plate, reinforcing bar in coupling beam, reinforcing bar in slab and concrete is investigated. Meanwhile, the plastic hinges developing law of this hybrid coupled shear wall system is also studied. Further, the effect of coupling ratio, section dimensions of coupling beam, aspect ratio of single shear wall, total height of structure and the role of slab on the seismic behavior of the new structural system. A fitting formula of plate characteristic values for PRC coupling beams based on different displacement requirements is proposed through the experimental date regression analysis of PRC coupling beams at home and abroad. The seismic behavior control method for PRC coupling beam-hybrid coupled shear wall system is proposed based on the continuous connection method and through controlling the coupling ratio, the roof displacement, story drift angle of hybrid coupled shear wall system, displacement ductility of coupling beam.

Acknowledgement

Supported by : National Natural Science Foundation of China, China Postdoctoral Science Foundation

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