摘要
对3根设置开孔板连接件的型钢混凝土柱在轴力和低周反复水平荷载作用下的滑移性能进行了试验,分析了试件的水平荷载-滑移滞回曲线、水平荷载-滑移骨架曲线。研究了开孔板不同布置方式对钢-混凝土滑移性能的影响。研究结果表明,开孔板连接件对抑制钢-混凝土之间的相对滑移较为有效;选择合理的布置方式,可以在保证抗滑移要求的前提下,减少开孔板连接件的数量。
Abstract： The test was conducted to study the slip function of SRC column with perforated plates shear connec- tor under the normal force and cyclic reverse loading by three columns. The test analyzed the hysteretic and skeleton curves of slip against the horizontal load, and the influence of the different arrangement of the perforated plates shear connector on the slip function between steel and concrete were analyzed. The result of the test shows that the use of perforated plates shear connector can effectively promote the behavior of anti-slipping in the steel reinforced concrete structure. In the same situation, the reasonable arrangement of the perforated plates shear connector could ensure the anti-slip requirements and reduce the amount of perforated plates shear connector.
出处
《苏州科技学院学报（工程技术版）》
CAS
2013年第2期47-50,共4页
Journal of Suzhou University of Science and Technology （Engineering and Technology）
基金
江苏省结构工程重点实验室开放课题(ZD1103)
关键词
开孔板连接件
反复荷载
布置方式
滑移
perforated plates shear connector
cyclic reverse loading
arrangement
slip
作者简介
毕圣松（1986一），男，安徽安庆人，硕士研究生。
