energy dissipation, effective modal damping, additional damping ratio, time varying parameters,"/> 减震结构基于模态阻尼耗能的附加有效阻尼比计算
 
 
土木工程学报  2016, Vol. 49 Issue (S1): 19-24    
  结构工程 本期目录 | 过刊浏览 | 高级检索 |
减震结构基于模态阻尼耗能的附加有效阻尼比计算
翁大根 李超 胡岫岩 罗浩 张瑞甫
同济大学, 上海 200092
Calculation of additional effective damping ratio of structures based on modal damping energy dissipation
Weng Dagen Li Chao Hu Xiuyan Luo Hao Zhang Ruifu
Tongji University, Shanghai 200092, China
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摘要 快速准确估计附加有效阻尼比对于减震结构的设计过程具有提高工效意义。提出一种基于有效模态阻尼耗能概念的附加有效阻尼比计算方法,其物理意义明确,充分考虑了有效阻尼比的时变特性,且具有计算简单、精度高等优点。结合实际工程案例,对该方法计算值的精确性进行了验证,并与国家“抗规”方法进行了对比。
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翁大根 李超 胡岫岩 罗浩 张瑞甫
关键词 消能减震 有效模态阻尼 附加阻尼比 时变参数    
Abstract: 
Estimating additional damping ratio of the damping structure quickly and accurately can improve work efficiency for the design process. In this study, a calculation method of additional damping ratio is proposed based on the conception of effective modal damping energy dissipation, which has an explicit physical meaning. The time varying characteristics of the effective damping ratio are considered in this method. Furthermore, the advantage of this method is its simplicity and high accuracy of calculation. The accuracy of the method proposed in this paper has been proved by a practical case and a comparison between this method and the method proposed in seismic code is conducted.
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引用本文:   
翁大根 李超 胡岫岩 罗浩 张瑞甫. 减震结构基于模态阻尼耗能的附加有效阻尼比计算[J]. 土木工程学报, 2016, 49(S1): 19-24.
Weng Dagen Li Chao Hu Xiuyan Luo Hao Zhang Ruifu. Calculation of additional effective damping ratio of structures based on modal damping energy dissipation. 土木工程学报, 2016, 49(S1): 19-24.
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