土木工程毕业设计计算书---市某办公楼.doc

本科生毕业设计 毕业设计题目 市某办公楼 学 生 姓 名 XXX 所 在 学 院 XXX 专业及班级 土 木XXX 指 导 教 师 XXX 完 成 日 期 2012年5月30日  XXX市某办公楼设计 学 生 XXX (专业: 土木工程) 指导教师 XXX(单位: 建工学院土木工程系) 【摘要】本工程为XXX市某办公楼，整体为五层。经过细致的方案论证，该工程上部结构采用横向承重的钢筋混凝土框架结构。因为该工程抗震设防烈度为7度，所以不考虑竖向地震作用。在用底部剪力法求出水平地震作用后，利用D值法完成了水平地震作用下的一榀框架的内力计算。采用弯矩二次分配法分别完成了竖向恒载和活载最不利布置作用下的内力计算。并且，考虑结构构件的地震作用效应与其它荷载效应的基本组合及无地震作用效应的其它荷载效应的基本组合两种情况，对框架内力进行组合，得出框架梁柱的控制内力，进而完成了梁柱截面的配筋计算。进行了基础的设计及零星构件的设计。利用PKPM软件对本工程进行了结构设计。 【关键词】建筑设计，结构设计，框架结构，内力组合，截面设计。 A Certain office building in XXX city design Author XXXX (Major: Civil Engineering) Supervisor XXX (Department: Building Engineering) 【Abstract】??This engineering is a building of occupation office center. Whole building is of five stories high. After complicated meticulous analysis, the frame structure of supporting weight in transverse direction of reinforced concrete is adopted for the superstructure of this building.As the anti-earthquake degree is 7 degree, vertical earthquake is ignored. After the horizontal earthquake is calculated by the bottom-shear method, the D method is applied to calculate the internal forces of a frame under horizontal earthquake. Then the internal forces under vertical dead load and the most adversely-arranged live loads are calculated by the double-moment-assigned method. Considering the two cases, one is the basic combination of the earthquake action effect and the load, and the other is the basic combination of the loads under no earthquake action effect, the load effect combination is processed. So, according to the internal forces of beams and columns , the section design is finished .The design of foundation and other members are carried on. The PKPM software is applied to design the structure construction plans. 【Key Words】 architectural design,