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

作　　者：沈蒲生[1] 廖志[1] 

机构地区：[1]湖南大学

出　　处：《工程力学》1989年第2期67-78,共12页Engineering Mechanics

摘　　要：一、概述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。但是这种结构的刚度在底层楼盖处发生突变。在风荷载、地震荷载以及其它水平荷载的作用下。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.

关 键 词：高层建筑 落地剪力墙 数量 底层 

分 类 号：TU973.16[建筑科学—结构工程]