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具有构造措施的高层砖砌体房屋抗震性能试验研究
引用本文:宋一乐,牛海峰.具有构造措施的高层砖砌体房屋抗震性能试验研究[J].武汉大学学报(工学版),2003,36(5):85-89.
作者姓名:宋一乐  牛海峰
作者单位:武汉大学土木建筑工程学院,湖北,武汉,430072
摘    要:通过对9层砖砌体结构抗震性能试验,研究了7度地震设防区建筑9层砖砌体结构的可行性,说明了钢筋混凝土构造柱、圈梁及配筋砌体在抗震中的重要作用,指出具有构造措施的9层砖砌体结构在地震作用下的破坏机理为弯曲破坏.

关 键 词:构造柱  抗震试验  砖砌体房屋  弯曲破坏
文章编号:1671-8844(2003)05-085-05
修稿时间:2002年3月25日

Experimental research on anti-earthquake performance of high-rise brick masonry building with constructing measure
SONG Yi-le,NIU Hai-feng.Experimental research on anti-earthquake performance of high-rise brick masonry building with constructing measure[J].Engineering Journal of Wuhan University,2003,36(5):85-89.
Authors:SONG Yi-le  NIU Hai-feng
Abstract:Through experimental resecarch on anti-earthquake performance of a nine-storey brick masonry structure, the feasibility of building a nine-storey brick masonry structure in the region of earthquake intensity 7, is analyzed; and it points out the important action of the reinforced concrete construction pillar, the circling beam and the matching masonry in the anti-earthquake, and points out that the high storey brick masonry building rupture mechanism under earthquake is bending destroying.
Keywords:construction pillar  anti-earthquake test  brick masonry building  bending destroying
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