底部框架-抗震墙房屋的建设具有造价低,施工速度快的特点,因此这种结构类型在中小城市运用广泛。作为结构专业人员需要对这类结构付出更多心思和努力,在设计合格的基础上,争取更多限度的满足技术前沿、经济合理、安全的要求。本文结合了《建筑抗震设计规范》(GB50011-2010)的要求,对底部框架-抗震墙砌体房屋的结构设计进行了分析。 The bottom frame - seismic wall housing construction with low cost, construction speed characteristics, so this type of structure is widely used in small cities. As structure professionals, we need to pay more attention and efforts to these types of structures and, on the basis of our design qualification, strive for more limits to meet the requirements of technological frontier, economic rationality and safety. Combined with the requirements of Code for Design of Seismic Design of Buildings (GB50011-2010), this paper analyzes the structural design of the masonry building with the bottom frame - seismic wall.