1、摘要
本工程是武汉xx大学学生公寓D栋楼，为多层钢筋混凝土全现浇框架结构。地上六层带一个半地下室。层高：主体一层为3.8米，其余为3.3米，建筑总高度：25.7米，主体建筑高度：22.3米。总面积约5012平方米。
本结构设计内容包括如下部分：
1. 结构方案的选型及布置
2. 框架所受荷载的计算
3. 框架内力计算
4. 梁柱内力组合
5. 梁、柱的截面设计
6. 楼梯设计
7. 基础设计
设计期间灵活应用所学知识按规范要求进行各个阶段的设计，先后运用了板的弹性设计理论、弯矩分配法、梁的弹塑性设计理论、D值法、底部剪力法等，并进行了电算校核，对比数据差分析原因，总
2、结多层混凝土框架结构的设计经验。
关键词：钢筋混凝土 框架 结构设计
ABSTRACT
This project is the student apartment D building Wuhan University Of XX.The whole place for the multi-storey reinforced concrete frame structue. Six layers overground with a half the basement. Height: 3.8 meters for t
3、he main floor, and the remaining 3.3 meters, total building height: 25.7 meters, the main building height: 22.3 meters.
The structural design includes the following components:
1. Selection and arrangement of the structure plan
2. Framework for the calculation of the load
3. Calculate the frame
4、
4. Beam combination of internal forces
5. Beam, column section design
6. Structural design of the stairs
7. Foundation disign
During the flexible application of the design knowledge in accordance with the specifications for the various stages of design, has used the board’s plastic design theo
5、ry, moment distribution method, beams with design theory, D value method, the bottom of the shear law, and make Computer check of the contrast between data analysis, summarizes the design of multi-storey concrete frame structure experience.
Keywords： reinforced concrete, frame, the design of the structure
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