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内容摘要
本设计主要进行了结构方案中典型横向框架的抗震设计。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。
关键词： 框架 结构设计 抗震设计

The design for the main structure of the programme in the framework of the typical horizontal seismic design. In determining the framework of the layout, the first conducted on behalf of the load between the value of the calculation, then use vertex displacement method, from the earthquake cycle, then at the bottom of the shear level of seismic loading method under size, then calculated the level of load in the next The structure of internal forces (moment, shear, axis of). Then calculate vertical load (dead load and live load) under the structure of internal forces, is to identify the most disadvantaged group or several groups of a combination of internal forces. Select the most security and reinforcement Calculation of the results of graphics. In addition, the structure of the programme in the design of indoor stairs. Completion of a platform board, board of the ladder, platform and other components of the beam internal forces and the reinforcement of calculation and mapping.