机构地区: 北京工业大学
出 处: 《河南科学》 2007年第6期951-953,共3页
摘 要: 通过对4层钢筋混凝土整体小开口剪力墙1/10缩尺模型的试验研究,基于层间位移,本文对试件在小震作用下失效相关性进行了分析,得出了整体小开口剪力墙结构在小震下的部分失效相关性规律. According to the model test of four-floor 1/10 scale model of reinforced concrete shear wall with small opening, the failure correlation of the structural under small earthquake based on inter-bedded deformation is studied in this paper. Some rules of failure correlation of reinforced concrete shear wall with small opening under small earthquake was obtained.
领 域: [建筑科学]