毕业设计文计算书-曲江芙蓉小区新风楼设计.doc

摘 要 本毕业设计是曲江芙蓉小区新风楼设计，位于陕西省西安市雁南四路与庙坡头路交汇处，建筑面积6301m2，建筑层数10层，包括三室两厅两卫、两室两厅一卫和一室一厅一卫三种户型。建筑高度33.3m，室内外高差0.，地震烈度为8度（0.20g）抗震等级为级Abstract This graduation project is designed for Xinfeng building of Qujiang Furong neighborhood. Which located at the junction of Yannan forth road and Miaopotou road, the area of structure is 6301 square meters, the number of plies is ten floors in all. Including the following three types: three rooms with two hall and two guards, two rooms with two hall and a guard, one room with one hall and one guard. The building height is 33.3 meters. And elevation difference between indoor and outdoor is 0.3 meters. Earthquake intensity for this building?is eight degrees (0.20). The anti-seismic grade of the Shear wall is two degree. The building with shear wall structure, can flexibly adapt to the division of residential building and flexible decoration. Compared to other structures, shear wall structure have better ability of resistance to lateral bend. But it does not apply to rooms with standard width. That is a very good choice for high-rise buildings. Nowadays, due to the design and construction of shear wall are more mature than before, this project uses shear wall structure. This design includes architectural design and structure design. To draw up plans firstly, and then using the drawing to present the design of plane, elevation, section and stair details. The structure design includes hand calculation for cross wall and a PKPM for a electric calculation for the entire constructions. Hand calculation includes gravity load calculation, horizontal earthquake calculation, internal force calculation under earthquake, vertical internal force calculation, load effect combination, section design, stair design and so on. The electric calculation of PKPM for the whole structure is include modeling, loading input, parameter settings, so that the analysis resule satisfy the demand of codes. Keywords: shear wall structure； PKPM,；architectural desig