摘要
首先分析了错层剪力墙结构的应力分布并讨论其受力特点。采用两种结构力学模型分析了错层构件的刚度变化情况 ,认为错层结构刚度增大幅度与错层位置、构件刚度比、加载方式等多种因素有关 ;并且讨论了错层对结构整体性的影响。
The stress distribution of the staggered floor shear wall structure is analyzed and its mechanical characteristics are discussed at first in this paper. With two relative mechanical models, the variations of lateral stiffness of the staggered floor structure is analyzed, and its obvious that the stiffness enhancement of the staggered floor structure is determined by the location of the staggered floor, the stiffness ratio of column to beam and the style of acting loads. At last, the influence of the staggered floor structure on the structural is also discussed. [
出处
《建筑科学》
2001年第1期35-37,41,共4页
Building Science
基金
教育部工程结构开放试验室资助项目
