摘要
依据前人试验结果,建立了4种装配式钢筋混凝土剪力墙Open SEES分段纤维模型。首先,通过对比模拟结果与试验结果验证分段纤维模型的分析精度;然后,扩展研究工况,研究考虑钢筋黏结滑移、剪切效应以及约束混凝土面积减少等工况对剪力墙抗震性能的影响。
Based on the finite element software Open SEES,the sectional fiber model of assembled reinforced concrete shear wall is established by considering the parameters in the previous test results.First of all,simulation results are compared with test results to verify the precision of sectional fiber model.Then,the research condition is extended by considering the effect of steel bar bond slip,shear effect and reduction area of constraint concrete on the seismic performance of shear wall.
出处
《施工技术》
CAS
北大核心
2017年第14期95-99,共5页
Construction Technology
