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.
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.
出处
《武汉大学学报（工学版）》
CAS
CSCD
北大核心
2003年第5期85-89,共5页
Engineering Journal of Wuhan University
关键词
构造柱
抗震试验
砖砌体房屋
弯曲破坏
construction pillar
anti-earthquake test
brick masonry building
bending destroying
