Seismic Performances of SRC Special-Shaped Columns and RC Beam Joints Under Double-Direction Low-Cyclic Reversed Loading

Frontiers in Materials

Ping Xiang¹  Weiran Yan³  Bailong Ye³  Xiangyu Zhang³  Qing Xia³  Zhiheng Deng⁴ 

[1] Engineering Research Center for Seismic Disaster Prevention and Engineering Geological Disaster Detection of Jiangxi Province, Nanchang, China;Hubei Key Laboratory of Disaster Prevention and Mitigation China, Three Gorges University, Yichang, China;School of Civil Engineering, Central South University, Changsha, China;School of Civil and Architecture Engineering, Guangxi University, Changsha, China;

关键词: concrete;    reinforcement;    innovative;    composite structures;    engineering;   

DOI  :  10.3389/fmats.2021.761376

来源: DOAJ

【 摘 要 】

Steel-reinforced concrete (SRC) special-shaped column and beam frame structure is a special structural form that can meet the requirements of high bearing capacity and satisfy the esthetic requirement of buildings. In this study, a new joint design approach is adopted to focus on the seismic behavior of SRC special-shaped column and reinforced concrete (RC) beam joints under low-cyclic double-directional reactions through pseudo-static tests with a controlled stirrup distance. The joints of SRC specimens were compared with those of RC specimens by controlling the area of steel and reinforcement, and hysteresis cycle skeleton curves and load and strain hysteresis cycles were analyzed. The specimen with profiled steel was found to have better energy dissipation capacity. The energy dissipation capacity and stiffness degradation of the nodes were analyzed. The test results showed that the energy dissipation capacity of the SRC joints was better than that of the conventional concrete column joints, and the stiffness degradation of RC joints was more significant than that of SRC joints.

【 授权许可】

Unknown