沈蒲生, 廖志. 含壁式框架的底层大空间高层建筑中落地剪力墙合理数量的确定方法[J]. 工程力学, 1989, 6(2): 67-78.
引用本文: 沈蒲生, 廖志. 含壁式框架的底层大空间高层建筑中落地剪力墙合理数量的确定方法[J]. 工程力学, 1989, 6(2): 67-78.
Shen Pusheng, Liao Zhi. CALCULATING METHOD OF RATIONAL QUANTITY OF SHEARWALL LINKED WITH THE GROUND IN TALL BUILDING HAVING WALLS SUPPORTED BY FRAMES AND HAVING WALL-FRAMES[J]. Engineering Mechanics, 1989, 6(2): 67-78.
Citation: Shen Pusheng, Liao Zhi. CALCULATING METHOD OF RATIONAL QUANTITY OF SHEARWALL LINKED WITH THE GROUND IN TALL BUILDING HAVING WALLS SUPPORTED BY FRAMES AND HAVING WALL-FRAMES[J]. Engineering Mechanics, 1989, 6(2): 67-78.

含壁式框架的底层大空间高层建筑中落地剪力墙合理数量的确定方法

CALCULATING METHOD OF RATIONAL QUANTITY OF SHEARWALL LINKED WITH THE GROUND IN TALL BUILDING HAVING WALLS SUPPORTED BY FRAMES AND HAVING WALL-FRAMES

  • 摘要: 底层为框架的剪力墙结构是适应底层要求大开间而采用的一种结构型式,它特别适于底层为餐厅或商店、上层为住宅或旅馆等一类的高层建筑中采用。

     

    Abstract: Based on full utilization of shear Strength and deflection capacity of columns under vertical and horizontal loads, a calculating method of rational quantity of shearwall linked with the ground in tall building having walls supported by frames and having wall-frames is presented. It helps the engineers for their planning arrangements.

     

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