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設(shè)置砼構(gòu)造柱的網(wǎng)狀配筋磚墻的抗震性能
施楚賢 梁建國
摘 要

  施楚賢  梁建國
  (湖南大學(xué)土木系  長沙 410082)

[提要]  通過設(shè)置鋼筋砼構(gòu)造柱的網(wǎng)狀配筋磚砌體墻的擬動力試驗(yàn),分析了這種墻體的破壞特征和變形性能,建立了抗震承載力計(jì)算公式,為抗震設(shè)防地區(qū)采用這類墻體的房屋設(shè)計(jì)提供依據(jù)。
[關(guān)鍵詞]  鋼筋砼構(gòu)造柱  網(wǎng)狀配筋  磚墻 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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