1、摘 要 摘 要 “翰林宾馆工程”建筑总面积为 6487.92 平方米，总高度为 24.20 米。本设计包括建筑设计和结构 设计，设计原则：安全、适用、经济、美观。建筑设计分为平面、立面、剖面及细部构件设计，建 筑平面布置合理、紧凑，立面造型美观。在此基础上，确定合理的结构方案和结构布置。之后，选 取一榀有代表性的框架进行结构计算（本设计选取框架） ，确定梁柱的截面尺寸及框架计算简图； 计算框架梁所受荷载及框架在水平荷载作用下的侧移；分析框架在水平及竖向荷载作用下的内力； 根据各种荷载作用下的内力进行内力组合得出最不利内力，据此进行截面设计；另外，还对框架结 构中的现浇钢筋混凝土楼板、楼梯和基础
2、进行截面设计和配筋计算。设计时，充分考虑抗震构造措 施。 关键词：框架，建筑设计，结构设计，抗震 Abstract The purpose of the design is to do the anti-seismic design in the longitudinal frames of axis6. When the directions of the frames is determined, firstly the weight of each floor is calculated .Then the vibrate cycle is calculated by utilizing
3、 the peak-displacement method, then making the amount of the horizontal seismic force can be got by way of the bottom-shear force method. The seismic force can be assigned according to the shearing stiffness of the frames of the different axis. Then the internal force (bending moment, shearing force
4、 and axial force ) in the structure under the horizontal loads can be easily calculated. After the determination of the internal force under the dead and live loads, the combination of internal force can be made by using the Excel software, whose purpose is to find one or several sets of the most adverse internal force of the wall limbs and the coterminous girders, which will be the basis of protracting the reinforcing drawings of the components. The design of the stairs is also be approached
