1/5 Scale Reinforced Concrete Infill Frame with Code Compliant Seismic Detailing, Frame 4

Fourth frame also had partition walls, however, code compliant reinforcement detailing is provided. Detailing was controlled by appropriate longitudinal/transverse reinforcement detailing and also by sufficient splice length for longitudinal column reinforcement.

Static test procedure of fourth frame was followed as the previous frames. Target inter-story drift ratios of the fourth frame were 0.1%, 0.3%, 0.5%, 0.9%, 1.4%, 1.9% on the first story. Dynamic excitation is provided by a impact hammer after every cycle.

第四榀框架同样设置了隔墙，同时采用了符合规范的配筋构造。该构造通过合理的纵向与横向钢筋配置，以及柱纵向钢筋足够的搭接长度得以保证。
第四榀框架的静力试验流程沿用前几榀框架的试验方案。其首层的目标层间位移角依次为0.1%、0.3%、0.5%、0.9%、1.4%、1.9%。每一级试验循环完成后，采用冲击锤施加动力激励。