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。,。。每层建筑面积411m2。,抗震设防烈度7度,,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stractWen feng garden, the proposed high-rise residential buildings. According to the landuse area will be carried into a symmetrical layout design of residential buildings, the installation of a lift, one of fourhouseholds. The level of the first floor is and the remaining eleven floorsare high-level layers. The total height of the building is . Each floor construction area is 411m2. Basic wind pressure value is , earthquake intensity of 7 degrees security, the basic design for seismic acceleration values , category II sites, design for the earthquake-first group. This engineering constructiondesign adoption theframe-shear wallconstruction. The structure of the vertical longitudinalloading analysis. Concrete contents include: structural programmesand primary cross-sectional size; floorstructural design; Structuralcalculation diagrammatic drawingand stiffness parameter calculation; Structural load calculationand displacementcalculation; 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; Foundation 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 andweak beam, strong ponents strong anchorage" design principles, and the cross-section must to meetthe demand words:Tall structures, Ea