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土木工程毕业设计(办公楼设计).doc

发布:2017-03-28约6.41万字共127页下载文档
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***办公楼建筑结构设计。设计由建筑设计和结构设计两部分组成。主要进行了建筑平面、立面和剖面的设计。在结构设计中,以层建筑为对象进行抗震设计,遵循“小震不坏,中震可修,大震不倒”的设计准则。在确定布局之后,先进行了荷载代表值的计算,接着利用经验公式法求出自周期,按底部剪力法计算水平地震荷载作用大小,进而用D值法求出在水平荷载作用下的结构内力。其次,取一榀框架,竖向荷载。在竖向荷载作用下的内力采用了二次弯矩分配法进行计算,并找出最不利的一组或几组内力组合,进而选取其中最不利的结果计算梁Architechture and Structure Design of Office Building for *** of ** Abstract The building is designed to Kindu in *** City office building, the project for the reinforced concrete frame - shear wall structure, a layer of the ground floor, 10-floor building area of 11,753. Designed by the architectural and structural design composed of two parts. Architectural Design is the structural design of the foundation, mainly to the construction plane, elevation and profile design. In structural design, the 10-story building to the ground as targets for seismic design, follow the small earthquake is not bad, Chun-repairable, the earthquake is not opposing the design guidelines. In determining the structure of the layout, the first conducted on behalf of the gravity of the load, then use the formula method, from experience-cycle, calculated according to shear at the bottom level of seismic load size, then use the value of D obtained in the level of load Under the structure of internal forces (moment, shear, axis of). Second, the framework for a Pin, and then calculated vertical load (dead load and live load) under the structure of internal forces. The vertical load in the second moment of the internal forces of using the distribution method, and identify the most disadvantaged group or several groups of a combination of internal forces, then select one of the most unfavourable results calculated beams, columns of reinforced. Finally, some shear walls, the calculation method and, in similar terms. Framework - shear wall structural system integrated with the framework of a shear wall structure of the advantages of making such a structure than the frame stiffness and load-carrying capacity is greatly increased, in China has been widely ap
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