土木工程 毕业设计 某学院2号教学楼 四层框架结构 一榀框架4轴线抗震设计.doc

? 毕 业 设 计 说 明 书 　　　　　　　　　　　　　　　　　　　　　　　　　 目 录 中文摘要………………………………………………………………I 英文摘要………………………………………………………….. .. ..II 第一章：设计条件……………………………………………………1 第二章：结构方案……………………………………………………1 第三章：楼梯设计……………………………………………………3 第四章：现浇板计算………………………………………………….6 第五章：框架结构计算………………………………………………11 5.1地震内力及侧移计算…………………………………………. 5.2 风荷载作用下框架内力及侧移计算………………………… 5.3 竖向横载作用下的框架内力计算……………………………. 5.4竖向活载作用下的框架内力计算…………………………….. 5.5内力组合………………………………………………………… 第六章：框架截面设计………………………………………………42. 第七章：基础设计…………………………………………………. ..46 第八章：结论………………………………………………………….53 摘 要 本设计主要进行了结构方案中一榀框架4轴的抗震设计。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。 结构设计 抗震设计 Abstract The purpose of the design is to do the anti-seismic design in the longitudinal frames of axis 4. When the directions of the frames is determined, firstly the weight of each floor is calculated .Then the vibrate cycle is calculated by utilizing 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 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 by calculating the internal force and reinforcing such components as landing slab, step board and landing girder whose shop drawings are com