摘要
Abstract
Taking a high-rise residential project in Fujian as an example,this paper compares and analyzes the engineering cost of two struc-tural schemes of ordinary shear wall plane layout and slender shear wall plane layout.The results show that the seismic effect of slender shear wall is more significant,and the amount of reinforcement and concrete is less.Under the condition of 7 degree fortification intensity,the total cost of slender shear wall is 15.7%lower than that of ordinary shear wall.Under the condition of 8 degree fortification intensity,the total cost of slender shear wall is 19.9%lower than that of ordinary shear wall.The total cost of ordinary shear wall under 8 degree fortification intensity is 8.1%higher than that under 7 degree fortification intensity.The total cost of slender shear wall under the condition of 8 degree fortification intensity is 3.6%higher than that under 7 degree fortification intensity.With the increase of seismic fortification intensity,the total engineer-ing cost of ordinary shear wall is higher.Under the same fortification intensity,the construction cost of slender shear wall is lower than that of ordinary shear wall.关键词
建筑结构/剪力墙/平面布置/工程造价Key words
Building structure/Shear wall/Plane layout/Engineering cost分类
建筑与水利
