CAJ | 학술논문

利用Ansys有限元分析软件，对不同轴压比下的RC剪力墙进行数值模拟分析，采用荷载步文件进行低周反复荷载的模拟加载，研究轴压比分别为0.20,0.25,0.30的3片剪力墙的抗震性能，包括抗震承载力、延性、耗能能力、裂缝开展模式等的变化规律。研究表明，模拟结果与轴压比为0.25的实体墙的试验结果相吻合。
이용Ansys유한원분석연건，대불동축압비하적RC전력장진행수치모의분석，채용하재보문건진행저주반복하재적모의가재，연구축압비분별위0.20,0.25,0.30적3편전력장적항진성능，포괄항진승재력、연성、모능능력、렬봉개전모식등적변화규률。연구표명，모의결과여축압비위0.25적실체장적시험결과상문합。
By means of Ansys finite element analysis software, simulates the RC shear wall under different axial compression ratio, applies the load step document to simulate the low cycle repeated load, and studies the seismic perfor-mance of the 3 shear walls of 0.20, 0.25 and 0.30 axial compression ratio, including seismic bearing capacity, ductility, energy dissipation capacity, crack development patterns, etc.. The simulation results are in agreement with the experimental results of the solid wall with axial pressure ratio of 0.25 .