文档介绍：I 摘要本工程为文峰花园,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 1 0层的层高均为 。楼层总高度为 。每层建筑面积 4 11 m 2。基本风压值 kN/m 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,结构设计筑龙网 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 of a lift, one of four households. The level of the first floor is and the remaining eleven floors are 3. 2m high -level layer s . The total height of the building is m. Each floor construction area is 4 11 m 2. Basic wind pressure value is kN/m 2, earthquake intensity of 7 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. T he structure of the vertical longitudinal loading analysis. Concrete contents include: structural programme sand primary cross -sectional size; floor structural design; Str uctural calculation diagrammatic drawing and stiffness parameter calculation ; Structural load calculation and displacement calculation ; Level load role of endogenous force structure analysis; Vertical load role of the endogenous force structure analysis; L oad effects and endogenous force portfolio; Cross -sectional design and construction requirements; Foundation design; Structural construction mapping; computer -aided design. Earthquake in cross -sectional design, pillar by ponents calculated to ensur e extensive framework to "strong reminder and weak bends, strong column and weak beam , strong joint ponents strong anchor age " desig