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摘要根据教学要求入手，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。
宏利商场是一座集购物、餐饮、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51292
关键字：框架结构 商场设计 钢筋混凝土
Abstract "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.
Geri Plaza is an integrated including shopping,restaurants,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 ---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.
Keywords: frame structure，the design of the mall，reinforced concrete
目录
第一章 建筑设计说明 8
1.1 总体布局 8
1.2 内部空间设计及交通联系 8
1.3 垂直交通设计 8
1.4各功能分区 8
1.5外部环境设计 9
第二章 结构设计计算 10
2.1梁柱截面尺寸的初步确定 10
2.1.1梁截面尺寸的确定 10
2.1.2框架柱的截面尺寸的确定 10
2.2 框架侧移刚度的计算 11
2.2.1梁的线刚度 11
2.2.2柱线刚度ic=bh3/12 11
2.2.3横梁线刚度Ib的计算 11
2.2.4各层框架横向侧移刚度计算（D值法） 12
2.3 重力荷载代表值的计算 14
2.3.1查《荷载规范》可取 14
2.3.2重力荷载代表值的计算 15
2.4 横向水平荷载作用下框架结构的内力和侧移计算