低周反复荷载下二层再生混凝土框架抗震性能试验研究  

EXPERIMENTAL STUDY ON SEISMIC PERFORMANCES OF A TWO-STOREY REINFORCED RECYCLED AGGREGATES CONCRETE FRAME UNDER LOW-CYCLE REPEATED LOAD

作　　者：胡波[1] 柳炳康[1] 王成刚[1] 余超[1] 

机构地区：[1]合肥工业大学土木与水利工程学院,合肥230009

出　　处：《工业建筑》2013年第9期53-58,共6页Industrial Construction

基　　金：建设部科技资助项目(2007-K2-29);安徽省自然科学基金资助项目(090414163)

摘　　要：通过对1榀单跨二层再生混凝土框架进行低周反复试验,研究其结构的破坏特征、滞回性能、骨架曲线、强度和刚度退化和耗能能力等。同时,利用预先设置在钢筋上的应变片研究和分析再生混凝土框架梁柱中纵筋、箍筋关键点应变在低周反复荷载下的变化规律。试验结果表明,再生混凝土框架梁端、柱脚荷载-曲率滞回曲线较丰满,有良好耗能能力。结构变形为屈服时的3.5倍时,其承载力无明显降低。再生混凝土框架具有良好的抗震性能,应用于工程实际是可行的。A two-story reinforced recycled aggregates concrete （RAC） frame was tested under low-cycle repeated load. The failure characteristics, hysteretic behavior, skeleton curve, strength degradation, stiffness degradation and energy dissipation capacity etc. were evaluated. Meanwhile, the change law of the strains on the reinforcement bars located in columns and beams was also analyzed using the embedded strain gages. The experimental results show that hysteretic curves obtained from the tested RAC frame have plump shapes, indicating the RAC frame has good energy dissipation capacity. No significant decrease was found in bearing capacity when the deformation reached 3.5 times the yield deformation. The seismic performances of RAC frame are quite good and the application of RAC frame is feasible for civil engineering structures.

关 键 词：再生混凝土 框架 梁端曲率 钢筋应变 低周反复荷载 

分 类 号：TU375.4[建筑科学—结构工程] TU352.11