1、 第 I 页 xx1#高层剪力墙结构住宅设计 摘要 近年来，随着经济建设的发展和人口的数量增加，住房建设用地日趋紧张。新建高 层建筑越来越高。为了满足抗震等条件的要求，新的结构形式在不断的发展，其中剪力 墙结构就广泛用于高层住宅。因此，对高层住宅剪力墙结构的力学性能进行研究具有具 有重要的理论和实现意义。本设计为 xx1#楼高层剪力墙结构住宅楼建筑结构设 计。建筑面积为 6000 平方米，地下一层，地上十四层，层高 2.8 米，总高度 39.2 米， 一梯三户。本设计在确定剪力墙布局之后，先进行了重力荷载计算、风荷载计算、水平 地震作用计算，然后根据结构在水平地震作用、风荷载作用和竖向荷载作用
2、下的内力计 算进行内力组合，选取最安全的结果计算配筋并绘图。整个结构在设计过程中，严格遵 循相关的专业规范的要求，参考相关资料和有关最新的国家标准规范，对设计的各个环 节进综合全面的科学性考虑。 关键词：剪力墙结构；高层建筑；住宅 第 II 页 The design of high-rise and shear-wall structural high-rise residential buildings numbered 1 belonging to MingZhuYuanJing block Abstract With the economic development and popula
3、tion increasing,construction land is increasingly getting tense, and tall building are getting higher and higher. To meet the requirements of conditions, such as seismic, structural from has also developed continuously, on a wide range of shear wall structure for high-rise residential. To meet the r
4、equirements such as seismic conditions,the shear wall structure form on a wide range for high-rise residential building has developed continuously. Therefore,it is significance to study the theory and practices of the mechanical properties of the tall residential shear wall structures.The design is a 14-storey residential building structural design, belonging to MingZhuYuanJing block, one of the commercial housing blocks numbered 1. The area, above the ground floor, is6000 square mete
