摘要
为了查看多重剪切塑性结构对地震动力反应,通过运用时程分析的方法对地震波进行研究选取,并建立剪力墙模型作为模拟分析对象,在实验中,通过在剪力墙模型中加入金属阻尼器后对模型的耗能减震效果运用工程软件进行分析,所得分析结果与未加入金属阻尼器的模型进行对比,然后进行时程分析,最终得出金属阻尼器的特征参数对结构地震反应的影响规律,达到理想的控制效果。
In order to see the dynamic response of multiple shear plastic structures to earthquakes, we use the time-history analysis method to study the selection of seismic waves, and establish a shear wall model as a simulation analysis object. In the experiment, after adding the metal damper to the shear wall model, the energy dissipation effect of the model is analyzed using engineering software. The results of the analysis are compared with those of the non-metal damper, and the time-history analysis is performed. Finally, the effects of the characteristic parameters of the metal damper on the seismic response of the structure are obtained, and the ideal control effect is achieved.
作者
任小龙
赵亚哥白
王亚杰
黄新宇
王璇
韩静怡
Ren Xiaolong;Zhao Yagebai;Wang Yajie;Huang Xinyu;Wang Xuan;Han Jingyi(Northeast Forestry University, Harbin 150040, China)
出处
《山西建筑》
2019年第5期29-31,共3页
Shanxi Architecture
基金
中央高校基本科研业务费专项资金项目(项目编号:DL12AB01)
黑龙江省自然科学基金项目(项目编号:E201401)
2018年度黑龙江省大学生创新创业训练计划项目(项目编号:201810225344)
关键词
金属阻尼器
耗能减震
地震波
时程分析
metal damper
energy dissipation shock absorb
seismic waves
time-history analysis
