Structural Engineering and Mechanics

  • 제21권4호
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  • Pages.393-406
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  • 2005
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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Experimental study on the deformation characteristics of RC beam-column subassemblages

  • Guo, Zixiong (College of Civil Engineering, Huaqiao University) ;
  • Yang, Yong (College of Civil Engineering, Huaqiao University)
  • 투고 : 2004.06.14
  • 심사 : 2005.08.12
  • 발행 : 2005.11.10
⟨ 이전 논문 다음 논문 ⟩

초록

Cyclic loading tests were carried out on six half-scale reinforced concrete beam-column subassemblages designed to the current Chinese Seismic Design Code for Buildings. The deformation behavior and restoring force characteristics of the subassemblages were studied. Emphasis was directed on their seismic behavior and deformation components. Based on test data and a simplified analysis model of the global and local deformation, the contribution of the deformation components due to beam flexure, column flexure, joint shear, and slippage of longitudinal reinforcement in the joint to the global deformation of subassemblages at different displacement amplitudes of cyclic loading was investigated.

키워드

참고문헌

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피인용 문헌

  1. Seismic performance of fiber-reinforced concrete interior beam-column joints vol.126, 2016, https://doi.org/10.1016/j.engstruct.2016.08.001