Structural Engineering and Mechanics

  • 제36권6호
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  • Pages.745-758
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  • 2010
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Cyclic load experiment study on the laminated composite RC walls with different concrete ages

  • Zhang, Hongmei (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University) ;
  • Lua, Xilin (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University) ;
  • Li, Jianbao (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University) ;
  • Liang, Lin (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University)
  • 투고 : 2009.10.01
  • 심사 : 2010.09.01
  • 발행 : 2010.12.20
⟨ 이전 논문 다음 논문 ⟩

초록

12 typical laminated composite reinforced concrete (RC) walls with different concrete ages and 3 cast-in-place RC walls subjected to low frequency cyclic load were carried out in this study. The failure mode, force-deformation response and energy dissipation capacity of these specimens were investigated. Differences of structural behaviours between composite RC walls and common cast-in-place RC walls were emphasized in the analysis. The compatibility of the composite specimens with different concrete ages was discussed based on the experiment. Test results indicated that the differences between the lateral bearing capacity and the displacement ductility of the composite walls and the common walls were not so obvious. Some of the composite specimen even has higher bearing capacity under the experiment loading situation. Besides, the two parts of the laminated composite specimens demonstrates incompatibility at the later loading sequence on failure mode and strain response when it is in tension. Finally, this laminated composite shear walls are suggested to be applied in rapid reconstruction structures which is not very high.

키워드

참고문헌

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피인용 문헌

  1. Seismic and Power Generation Performance of U-Shaped Steel Connected PV-Shear Wall under Lateral Cyclic Loading vol.2014, 2014, https://doi.org/10.1155/2014/362638
  2. Experimental Study and Numerical Simulation of Partially Prefabricated Laminated Composite RC Walls vol.14, pp.5, 2011, https://doi.org/10.1260/1369-4332.14.5.967
  3. Experimental Study and Numerical Simulation of a Laminated Reinforced Concrete Shear Wall with a Vertical Seam vol.7, pp.6, 2017, https://doi.org/10.3390/app7060629
  4. Influence of Axial Load Ratio on the Seismic Behavior of Steel Fiber-Reinforced Concrete Composite Shear Walls vol.146, pp.1, 2010, https://doi.org/10.1061/(asce)st.1943-541x.0002444
  5. Seismic performance of a novel partial precast RC shear wall with reserved cast-in-place base and wall edges vol.152, pp.None, 2010, https://doi.org/10.1016/j.soildyn.2021.107038