摘   要
建筑地点：XX市中山路              Construction Site： zhongshan rd
结构形式：框架结构                 Construction Systen:  Frame structure
建筑面积：3920.7m2                 Floor Area: 3920.7m2
层数/高度：3层/16.0m               Stories/Height: 3 stories/16.0 m
主要用途：商场 、办公              Main Use: Shopping、office
关键词：
框架结构                           Frame structure
现浇混凝土                         Cast-in-place  concreate
独立基础                           Independent foundation
屋面板                             Roof  plate
正截面                             Normal  section
根据教学要求入手，从“灵活使用”的角度出发，绿化与建筑相结合，改善外部购物环境。内部采用大、中、小不同的空间尺寸以及斜线、曲线等不同的要素，构成了富于层次流动感强的浓郁的气氛。
百姓商场是一座集购物、办公为一体的综合的现代商厦在设计理念上，力求充分体现现代化一流商厦的特点和友谊商厦的特性。在整体造型上突出现代、新颖、做到简洁、明快、虚实相接、刚柔相济、给人以蓬勃向上的感觉,设计具有明显的层次感。设计上采用钢结构、外装饰铝板、拉索点式玻璃幕墙等新技术、新材料、突出钢结构特点，钢、玻璃、铝板有机结合，创造一个满足功能、符合环境、有鲜明现代性的建筑形象。透过通透落地玻璃幕墙，使室内、室外空间相互交融，同时作为窗口，使商厦的景物景象展示给路人.
该建筑平面设计合理，能做到顾客、货物运输、工作人员三股流线流畅和紧凑，且其使用、联系与出入交通均方便，无干扰，各房间大小使用面积合理，满足功能要求。立面造型美观，装饰朴实，符合主体建筑设计要求。
"Flexible use"and combination of greening and building latgely improve its outside shopping environment.In the inside,laige,medium and small--sized spice,togethei with the various building elemenrs like diagonal and curve,creates a dense atmosphere.Xin'Plaza conveys the traditional charm of modern architecture,and effectively billboatd.
Baixing Plaza is an integrated including shopping ,entertainment cente and offices.In terms of design concept,the designers tried to fully materialize both the general features offirst-class modem shopping mall and the unique identity of FriendshipShopping Mall.In terms of overall form,this shopping mall gives priority to modernism and novelty，Design has obvious oak. ---its concise and lively shape conveys a sense of vigor and aggression.Steel strure,aluminum plate outerdecoration and suspended cable point glass curtain wall and other mew technique and materials are introduced into thedesign,giving prominence to the characteristic of steel structure.The harmonious combination of steel,glass and aluminum pate creates an idantity of modem atchitecture that can not only meetthe functional requirements but also assort with the envuribnebt.The transparentfloor glass curtain wall makes the outdoor and indoor space meet.And it is also a window,showing the passersby the indoor scenery of the shopping mall.
The design of architectural plan is reasonable. The customers , goods transport and workers are distributed cleanly. The link and in-out traffic are convenient, no interference. The dimensional design is beautiful and the mold-making is pleasing to the eyes, has luxurious decorate.
目    录
摘 要················································· 1
第一部分  工程概况··································· 3
建筑地点、建筑类型、建筑介绍、地质条件 ···············  3
竖向荷载的传力途径、框架结构的计算简图················  3
梁、柱截面尺寸的初步确定······························  4
第二部分  重力荷载代表值的计算······················  8
重力荷载代表值的计算··································  8
竖向荷载下框架受荷总图································  9
第三部分  框架侧移刚度的计算························  10
横梁、纵梁、柱线刚度的计算····························  10
各层侧移刚度计算······································  10
第四部分  横向水平荷载作用下框架结构的内力和侧移计算
       ··············································  16
横向自振周期的计算···································  16
水平地震作用及楼层地震剪力的计算·····················  16
多遇水平地震作用下的位移验算·························  17
水平地震作用下框架内力计算···························  18
风荷载作用下的内力计算·······························  18
第五部分  竖向荷载作用下框架结构的内力计算········  20
迭代法计算竖向荷载作用下框架结构内力·················  20
第六部分  内力组合··································  43
第七部分  构件截面设计······························  43
框架梁··············································  43
框架柱··············································  46
第八部分  楼板设计·································  50
楼板类型及设计方法的选择····························  50
设计参数、单向板设计·································  50
第九部分  次梁设计·································  50
第十部分  楼梯设计·································  55
设计参数············································  55
踏步设计···········································   55
斜梁设计············································  56
平台板计算··········································  57
平台梁计算··········································  58
第十一部分  基础设计·······························  59
确定持力层，选择基础类型和材料······················  59
初步确定基础尺寸····································  60
计算底面地基承载力设计值F··························   60
内力分析············································  60
第十二部分： 科技资料翻译···························  78
科技资料原文········································  78
原文翻译············································  86
参考资料············································  89
致谢················································  90