CAJ | 학술논문

以3个双钢板高强混凝土组合剪力墙的拟静力试验为依据，运用OpenSees软件，建立了双钢板组合剪力墙的纤维模型。计算结果与试验结果的对比表明：基于OpenSees的纤维模型能较好地反映双钢板组合剪力墙在往复荷载作用下的滞回性能，具有较高的计算精度和运算速度，适用于双钢板高强混凝土组合剪力墙的抗震分析以及性能设计。
이3개쌍강판고강혼응토조합전력장적의정력시험위의거，운용OpenSees연건，건립료쌍강판조합전력장적섬유모형。계산결과여시험결과적대비표명：기우OpenSees적섬유모형능교호지반영쌍강판조합전력장재왕복하재작용하적체회성능，구유교고적계산정도화운산속도，괄용우쌍강판고강혼응토조합전력장적항진분석이급성능설계。
Corresponding to the low-cycle reversed loading test of 3 double steel plate high strength concrete composite shear walls (DHSCW) , the fiber model of DHSCW is established by OpenSees software. The research results show that the fiber model is effective in modeling the hysteretic behavior of DHCSW based on OpenSees and can keep high accuracy and calculating speed, which through the comparison between test results and calculated results. It suitable for seismic analysis and performance design of DHCSW.