【摘要】 为改进钢框架内填预制钢筋混凝土剪力墙的抗震性能,将耳板装置引入钢框架与内填墙的连接中。通过2个2层单跨钢框架内填预制钢筋混凝土剪力墙1/3模型试件的循环荷载试验,考察耳板连接装置的可靠性和内填墙裂缝的开展与结构变形能力,分析结构的破坏机理、滞回性能、刚度退化、变形及延性等,并对钢框架内填预制混凝土剪力墙体系与现浇混凝土剪力墙体系和带竖缝混凝土剪力墙体系进行对比。研究结果表明:抗剪连接件(U形筋)在梁柱节点上下耳板的帮助下未发生破坏,耳板连接装置具有可靠的工作性能;合理设计的钢框架内填预制钢筋混凝土剪力墙结构具有良好的延性。更多还原

【Abstract】 In order to improve seismic performance of steel frame with prefabricated reinforce-concrete infill shear walls(SFCW),the ear bar device was used in the connection between the steel frame and the infill wall.Two one-bay,two story and one-third scaled models of SFCW were tested with low cyclic load.The working performance of ear bar connection,the cracks development in infill walls and deformation performance of SFCW were investigated.And the failure mode,hysteretic behavior,stiffness degradation,deformation and ductility and energy dissipation of composite structure were analyzed.The comparison study of steel frame with prefabricated,cast-in-place and silt reinforce-concrete infill shear walls was carried out.The results show that no failure occurs in the connection between the steel frame and the infill wall because ear plates below and up the beam-to-column connections are added in the specimens,and the connection device of ear plate presents good working performance.The properly designed SFCW has good ductility.更多还原