文档介绍：XX 建筑学院毕业设计 I XX 市多层培训中心摘要本工程为 XX 市多层培训中心工程, 采用框架结构, 主体为六层, 本地区抗震设防烈度为 7 度,近震,场地类别为 II 类场地。主导风向为西南, 基本风压 , 基本雪压 KN/M 。楼﹑屋盖均采用现浇钢筋混凝土结构。本设计贯彻“实用、安全、经济、美观”的设计原则。按照建筑设计规范, 认真考虑影响设计的各项因素。根据结构与建筑的总体与细部的关系。本设计主要进行了结构方案中横向框架第 3 轴抗震设计。在确定框架布局之后,先进行了层间荷载代表值的计算, 接着利用顶点位移法求出自震周期,进而按底部剪力法计算水平地震荷载作用下大小, 进而求出在水平荷载作用下的结构内力(弯矩、剪力、轴力) 。接着计算竖向荷载( 恒载及活荷载) 作用下的结构内力。是找出最不利的一组或几组内力组合。选取最安全的结果计算配筋并绘图。此外还进行了结构方案中的室内楼梯的设计。完成了平台板, 梯段板, 平台梁等构件的内力和配筋计算及施工图绘制。对楼板进行了配筋计算, 本设计采用桩基础,对基础承台和桩进行了受力和配筋计算。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行综合全面的科学性考虑。总之, 适用、安全、经济、使用方便是本设计的原则。设计合理可行的建筑结构方案是现场施工的重要依据。关键词: 框架结构,抗震设计,荷载计算,内力计算,计算配筋 XX 建筑学院毕业设计 II Changchun multi-layer training center Pi ck to The engineering training center for changchun multilayer project, adopti ng frame structure, main body, the region for six layer sei smic intensity of7 degrees, near the earthquake, the categories for class II field. Leading the wind for southwest, basic wind pressure KN/M , basic snow KN/M pressure. Floor, house cover all use cast-in-situ reinforced concrete structure. This design implementati on "the practical , safe, economi c, beautiful" design pri nciple. According to the architectural design standard, carefully consider the various factors infl uence the design. According to the structure and the construction of overall and detail of the rel ati onship. This design is the main structure scheme horizontal sei smic design framework of third axl e. In determining the layout of the framework, after the fi rst layer between the value of load representative, then use the vertex displ acement method from the shock, and then ask cycle XX 建筑学院毕业设计 III according to the bottom shear method for cal culation of horizontal earthquake loads, and find out the size under horizontal loads of structural internal force (moment, shear force and axi al force). Then the vertical load cal culation (constant load and load) live under the action of internal force structure. Is to identify the