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轻型保温耗能剪力墙的抗震性能试验
引用本文:宋磊,杨德健. 轻型保温耗能剪力墙的抗震性能试验[J]. 天津城市建设学院学报, 2009, 15(4): 255-258,267
作者姓名:宋磊  杨德健
作者单位:天津城市建设学院,土木工程系,天津,300384
摘    要:轻型保温耗能钢筋混凝土剪力墙结构是一种新型抗震、节能的承重结构.通过对3个剪力墙构件的试验研究,分析了这种新型结构的破坏形态、破坏机理与变形特征.研究结果表明:轻型保温耗能剪力墙呈现了延性的弯剪型破坏形态,抗震能力与普通空心剪力墙相比有明显的提高.

关 键 词:保温耗能剪力墙  抗震性能  连接键  延性与变形能力  滞回曲线

Experimental Study on Seismic Behavior of Light Heat-insulating and Energy-dissipating Reinforced Concrete Shear Wall
SONG Lei,YANG De-jian. Experimental Study on Seismic Behavior of Light Heat-insulating and Energy-dissipating Reinforced Concrete Shear Wall[J]. Journal of Tianjin Institute of Urban Construction, 2009, 15(4): 255-258,267
Authors:SONG Lei  YANG De-jian
Affiliation:(Department of Civil Engineering, TIUC, Tianjin 300384, China)
Abstract:The light heat-insulating and energy-dissipating reinforced concrete shear wall is a new type of aseismic and energy conservation carrying components. Through experiments of three shear walls, the failure type, failure mechanism and deformation feature of this new structure were studied. Result showed that this new shear wall appeared its failure in ductile bend-shear shape and its anti-seismic behavior was obviously better than normal hollow shear wall.
Keywords:heat-insulating and energy-dissipating reinforced concrete shear wall  seismic behavior  connection key  ductility and deformation behavior  hysteresis curve
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