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多层砖混房屋抗震问题应用分析

Anti-seismic behavior analysis of multi-story masonry structure

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【作者】 吴香国; 贠英伟; 张晓玲; 范丰丽;

【Author】 WU Xiang-guo~(1),YUN Ying-wei~(2),ZHANG Xiao-ling~(3),FAN Fengli~(2)(1.Capital Construction Division,Harbin Engineering University,Harbin 150001,China;2.Department of Architecture Engineering,Luoyang Technology College,Luoyang 471003,China;3.South China Architectural Design & Research Institute, Guangzhou 510640,China)

【机构】 哈尔滨工程大学基建处; 洛阳工业高等专科学校建筑工程系; 广州市南方建筑设计研究院; 洛阳工业高等专科学校建筑工程系 黑龙江哈尔滨150001; 河南洛阳471003; 广东广州510640;

【摘要】 砖混结构作为多层房屋的一种基本结构类型,具有自重大、刚度大、材料的抗拉、抗弯、抗剪性能低的特点.文中从导致多层砖混结构震害的内外因分析出发,重点分析了结构刚度不均匀、圈梁、构造柱的设置、墙体面积、砂浆强度以及施工技术等影响因素,并提出了相应的处理措施.结合具体的工程设计实例,探讨了在砖混房屋抗震设计中应注意的问题并提出了相应的解决方法,对于提高多层砌体结构房屋的抗震性能具有一定的参考价值.

【Abstract】 As one of the basic multi-story structures,the masonry structure is characterized by its heavy weight,high rigidity,and low tensile,bending and shear performances.According to the internal and external causes resulting in structural damage due to earthquake,this paper emphatically analyses the factors which affect the anti-seismic strength of the multi-story masonry structure for example,uneven structural strength,gird beam,localization of constructive column,wall area and mortar strength,constructional technology,and corresponding settlement techniques have been discussed.Combined with practical engineering design case,some issues which should be noticed during anti-seismic design are explored and the measurements are advised.The discussion here provides certain reference for improving anti-seismic performance of multi-story masonry structure.

  • 【文献出处】 应用科技 ,Applied Science and Technology , 编辑部邮箱 ,2006年07期
  • 【分类号】TU352.1
  • 【下载频次】36
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