论文部分内容阅读
本文提出空间联肢剪力墙结构抗侧力的一个分析方法。分析中,把墙肢间的连梁(或楼板)视作沿高度连续的连结带,而墙肢则按薄壁杆件理论分析。本文的方法,实质上是作者在文章中所提出的分析平面联肢墙的方法的推广。
This paper presents an analytical method for the lateral resistance of spatially coupled shear wall structures. In the analysis, the connecting beam (or floor) between the wall and limbs is considered as a continuous connecting belt along the height, while the wall limb is analyzed according to the thin-walled bar theory. The method of this paper is essentially the promotion of the method of analyzing plane limb wall proposed by the author in the article.