框剪剪力墙结构设计-土木工程毕业设计.doc

I 摘要本工程为 XX 花园,拟建高层住宅楼。根据现场的土地使用面积将该楼设计成一对称布置的住宅楼,设置一部电梯,一层设置四户。首层的标高为 米,其余 10层的层高均为 。楼层总高度为 。每层建筑面积 411m 2 。基本风压值 2 ,抗震设防烈度 7度,设计基本地震加速度值为 ,Ⅱ类场地,设计地震分组为第一组。本工程结构设计采用框架- 剪力墙结构,结构计算按纵向框架承重分析。具体内容包括:结构方案和初选截面尺寸;楼板结构设计;结构计算简图及刚度参数计算;荷载计算及结构位移验算;水平荷载作用下的结构内力分析;竖向荷载作用下的结构内力分析;荷载效应及内力组合;截面设计和构造要求;基础设计;结构施工图的绘制;计算机辅助设计。在进行截面抗震设计时,柱按偏压构件计算,保证延性框架要“强剪弱弯, 强柱弱梁,强节点弱构件强锚固”的设计原则,且满足构造要求。关键词: 高层建筑,抗震结构,框架剪力墙,结构设计 II Abstract Wen feng garden , the proposed high-rise residential buildings. According to the land use area will be carried into a symmetrical layout design of residential buildings, the installation ofa lift, one of four households. The level of the first floor and the remaining eleven floors are m high-level layer s. The total height of the building m. Each floor construction area is4 11m 2. Basic wind pressure value 0 kN/m 2, earthquake intensity of7 degrees security, the basic design for seismic acceleration values , category II sites, design for the earthquake-first group. This engineering construction design adoption the frame-shear wall construction. The structure of the vertical longitudinal loading analysis. Concrete contents include: structural p rogramme s and primary cross-sectional size; floor structural design; Structural calculation diagrammatic drawing and stiffness parameter calculation ;S tructural load calculation and displacement calculation ; Level load role of endogenous force structure analysis; Vertical load role of the endogenous force structure analysis; Load effects and endogenous force portfolio; Cross-sectional design and construction requirements; F oundation design; Structural construction mapping; computer-aided design. Earthquake in cross-sectional design, pillar by ponents calculated to ensure extensive framework to "strong reminder and weak bends, strong column and weak beam , strong joint ponents strong anchor age " design principles, and the cross-section must to meet the deman