摘要
提出了一种新型的抗侧力结构体系—双层钢板剪力墙,分析了钢板厚度、墙的高厚比、边长比等对其抗侧刚度的影响,并利用单位荷载法对抗侧刚度进行了拟合。
A new kind of shear wall,double-steel-plate shear wall,is put forward in this paper.The influences of the thickness of steel plates,the ratio of height to thickness of the wall,the ratio of sides are analyzed in detail,and a fitting formula of the stiffness resistance to the lateral displacement is established by the unit load method.It provides reference to new kinds of steel plate shear wall.
出处
《长春工程学院学报（自然科学版）》
2006年第1期8-11,共4页
Journal of Changchun Institute of Technology：Natural Sciences Edition
关键词
钢板剪力墙
双层钢板剪力墙
初始抗侧刚度
double steel plate shear wall,Initial stiffness against lateral displacement
fitting formula
作者简介
司波(1978,2-),男(汉),湖北襄阳,硕士研究生主要研究钢结构理论与设计.
