杨伟军, 陈利群, 祝晓庆. 混凝土多孔砖墙体抗震性能试验研究[J]. 工程力学, 2008, 25(9): 126-133.
引用本文: 杨伟军, 陈利群, 祝晓庆. 混凝土多孔砖墙体抗震性能试验研究[J]. 工程力学, 2008, 25(9): 126-133.
YANG Wei-jun, CHEN Li-qun, . EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF CONCRETE PERFORATED BRICK WALLS[J]. Engineering Mechanics, 2008, 25(9): 126-133.
Citation: YANG Wei-jun, CHEN Li-qun, . EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF CONCRETE PERFORATED BRICK WALLS[J]. Engineering Mechanics, 2008, 25(9): 126-133.

混凝土多孔砖墙体抗震性能试验研究

EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF CONCRETE PERFORATED BRICK WALLS

  • 摘要: 该文对6片混凝土多孔砖墙体进行了低周反复荷载试验研究,研究了不同类型混凝土多孔砖墙体在低周反复荷载作用下的变形规律、破坏形式、承载能力及抗震性能,探讨了高宽比、构造柱和墙体开洞对墙体初裂荷载、极限荷载和变形性能方面的影响,提出了混凝土多孔砖墙体抗剪承载力公式,研究成果可供混凝土多孔砖砌体结构的设计与研究参考。

     

    Abstract: Based on six cyclic-load tests of concrete perforated brick masonry wall, its deformation behaviors, failure types, loading capacity and seismic performance were investigated. Many factors related to the cracking load, ultimate load and deformation behaviors are studied, including high-width ratio, existing of structural concrete column and openings on the wall. The formula for shear capacity was proposed, and some valuable conclusions were drawn.

     

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