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Estimation of Additional Equivalent Damping Ratio of the Damped Structure Based on Energy Dissipation

机译:基于能量耗散的阻尼结构估计额外等效阻尼比

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摘要

In the design of damped structures, the additional equivalent damping ratio (EDR) is an important factor in the evaluation of the energy dissipation effect. However, previous additional EDR estimation methods are complicated and not easy to be applied in practical engineering. Therefore, in this study, a method based on energy dissipation is developed to simplify the estimation of the additional EDR. First, an energy governing equation is established to calculate the structural energy dissipation. By means of dynamic analysis, the ratio of the energy consumed by dampers to that consumed by structural inherent damping is obtained under external excitation. Because the energy dissipation capacity of the installed dampers is reflected by the additional EDR, the abovementioned ratio can be used to estimate the additional EDR of the damped structure. Energy dissipation varies with time, which indicates that the ratio is related to the duration of ground motion. Hence, the energy dissipation during the most intensive period in the entire seismic motion duration is used to calculate the additional EDR. Accordingly, the procedure of the proposed method is presented. The feasibility of this method is verified by using a single-degree-of-freedom system. Then, a benchmark structure with dampers is adopted to illustrate the usefulness of this method in practical engineering applications. In conclusion, the proposed method is not only explicit in the theoretical concept and convenient in application but also reflects the time-varying characteristic of additional EDR, which possesses the value in practical engineering.
机译:在阻尼结构的设计中,额外的等效阻尼比(EDR)是评估能量耗散效果的重要因素。然而,以前的额外EDR估计方法是复杂的,并且不容易应用于实际工程。因此,在本研究中,开发了一种基于能量耗散的方法来简化额外EDR的估计。首先,建立能量控制方程来计算结构能量耗散。通过动态分析,在外部激励下获得阻尼器消耗的能量与由结构固有阻尼消耗的能量的比率。因为安装阻尼器的能量耗散量被额外的EDR反射,所以可以使用上述比率来估计阻尼结构的附加EDR。能量耗散随时间变化,表明该比率与地面运动的持续时间有关。因此,在整个地震运动持续时间内最强烈的时期期间的能量耗散用于计算额外的EDR。因此,提出了所提出的方法的过程。通过使用自由度系统来验证该方法的可行性。然后,采用具有阻尼器的基准结构来说明该方法在实际工程应用中的有用性。总之,所提出的方法不仅在理论概念中明确,申请方便,而且还反映了额外EDR的时变特征,其具有实际工程中的价值。

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  • 来源
    《Advances in civil engineering》 |2019年第11期|8052413.1-8052413.14|共14页
  • 作者单位

    Tongji Univ Dept Disaster Mitigat Struct Shanghai 200092 Peoples R China;

    Tongji Univ Dept Disaster Mitigat Struct Shanghai 200092 Peoples R China;

    Tongji Univ Dept Disaster Mitigat Struct Shanghai 200092 Peoples R China;

    Tongji Univ Dept Disaster Mitigat Struct Shanghai 200092 Peoples R China;

    Tongji Univ Dept Disaster Mitigat Struct Shanghai 200092 Peoples R China;

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