保定市城乡建筑设计院办公楼设计 计算说明书（论文）+开题报告+外文翻译及原文+计算表格+答辩PPT+cad图纸
毕业设计说明书中文摘要
本工程是保定市城乡建筑设计院办公楼 ，共4层，第一层层高3.6米、其余层层高3.3米，总高15.00米，为钢筋混凝土框架结构。本框架抗震等级为三级，抗震设防烈度为7度。本说明书包括如下部分：
1、工程概况；
2、荷载计算；
3、框架结构的受力分析、计算和设计；
4、屋盖、楼盖设计；
5、楼梯设计；
6、基础设计。
本设计包括建筑设计和结构设计，完成6张建筑施工图和6张结构施工图。结构设计主要对⑦轴横向框架进行了抗震设计：根据结构设计方案，采用底部剪力法求水平地震荷载作用大小，用D值法计算水平荷载作用下框架结构的内力、用弯矩二次分配法计算竖向荷载作用下的结构内力，根据内力组合找出最不利内力，对框架梁、柱进行配筋计算并绘图。此外，还进行了结构侧移验算、标准层楼盖及屋盖设计、楼梯设计和基础设计。
关键词： 框架结构 结构设计 抗震设计
毕业设计说明书外文摘要
Title The design of office building of urban and rural Construction and Design Institute in baoding.
Abstract:
This project is the office building of urban and rural construction and Design Institute in Baoding, four storeys, the highth of the first layers is 3.6 meters, 3.3 meters is the highth of remaining layers, 15.00 meters is the total highth of the frame structure of reinforced concrete. The counter of earthquake is the third grades, seismic fortification intensity of 7 degrees. The statement included the following:
1, project profiles;
2, load calculation;
3, Analysis of the frame structure, calculation and design;
4, roof, floor design;
5, staircase design;
6, foundation design.
The design includes architectural and structural design, completed six of construction plans and six of construction drawings. ⑦ structural design of the main axis horizontal framework for the Seismic Design: According to the structure design, for use at the bottom of the level of seismic shear load size, with D value method to calculate the level of load under the framework of the internal forces, with the second moment The allocation method under vertical load the structure of internal forces, according to find the best combination of internal forces of adverse internal forces, the frame beams and columns to calculate and reinforcement drawings. In addition, the structure sway checking, the standard of the floor and the roof design, design and basic design of the stairs.
Keywords: frame structure, structural design, anti-seismic design
目 录
参考文献 5
前 言 
的计算 
的计算 
的计算：