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设置砼构造柱的网状配筋砖墙的抗震性能
施楚贤 梁建国
摘 要

  施楚贤  梁建国
  (湖南大学土木系  长沙 410082)

[提要]  通过设置钢筋砼构造柱的网状配筋砖砌体墙的拟动力试验,分析了这种墙体的破坏特征和变形性能,建立了抗震承载力计算公式,为抗震设防地区采用这类墙体的房屋设计提供依据。
[关键词]  钢筋砼构造柱  网状配筋  砖墙 抗震性能

According to the pseudo-dynamic test of brick masonry wall with R.C.constructional columns and steel networks in bed joints, the failure characteristics and deformation performance of this kind of wall have been analyzed. The calculation formula of aseismic bearing capacity is established. Based on this study, some practical recommendations for design and calculation of this sort of building in seismic region are presented
Keywords: reinforced concrete; constructional column; brick masonry wall; steel networks; bed joint;
seismic behavior

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