湖南大学学报（自然科学版）2017，Vol.44Issue(11)：55-65,11.DOI:10.16339/j.cnki.hdxbzkb.2017.11.007
核岛结构双钢板混凝土组合剪力墙抗侧刚度
Lateral Stiffness of Composite Shear Walls with Double Steel Plates and Filled Concrete for a Nuclear Island Structure
摘要
Abstract
In order to study the ability to resist lateral force of nuclear shielding workshop under earth-quake action ,the low-cyclic loading tests of nine 1/5 scaled composite shear walls with double steel plates and filled concrete were carried out .This paper studied the influence of several parameters such as stud space ,thickness of the palate and stiffener on initial lateral stiffness of specimens .The results showed that the initial stiffness of composite shear walls increased with the thickness of steel plates and stiffening rib setting ,but the factor of stud space had no obvious effect on it .The calculation formula of initial stiffness of composite shear walls with double steel plates and filled concrete was derived by using unit load method ,theoretical hypothesis and simplified precondition .The calculation value was consistent with the experimental value .Moreover ,the change process of lateral stiffness of shear wall specimens under cyclic loading was studied and it was found that the changing degree of the stiffness was different in the different stages of the change process of lateral stiffness .关键词
双钢板混凝土剪力墙/低周往复试验/初始抗侧刚度/抗侧刚度Key words
composite shear walls with double steel plates and filled concrete/low-cyclic loading test/initial lateral stiffness/lateral stiffness分类
建筑与水利引用本文复制引用
李小军,李晓虎,张慧颖..核岛结构双钢板混凝土组合剪力墙抗侧刚度[J].湖南大学学报（自然科学版）,2017,44(11):55-65,11.基金项目
国家自然科学基金资助项目(51738001,51421005),National Natural Science Foundation of China(51738001,51421005) （51738001,51421005）
国家科技重大专项(2013ZX06002001),National Science and Technology Major Project of China(2013ZX06002001) （2013ZX06002001）
