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Effective Formula for Impact Damping Ratio for Simulation of Earthquake-induced Structural Pounding

机译:模拟地震诱发结构撞击的冲击阻尼比有效公式

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Structural pounding during earthquakes may cause substantial damage to colliding structures. The phenomenon is numerically studied using different models of collisions. The aim of the present paper is to propose an effective formula for the impact damping ratio, as a parameter of the impact force model used to study different problems of structural pounding under seismic excitations. Its accuracy has been verified by four various approaches. Firstly, for the case of collisions between two structural elements, the dissipated energy during impact has been compared to the loss of kinetic energy. In the second stage of verifications, the peak impact forces during single collision have been analyzed. Then, the accuracy of different equations have been verified by comparing the impact force time histories for the situation when a concrete ball is dropped on a rigid concrete surface. Finally, pounding between two structures during earthquakes has been studied. The results of the analysis focused on comparison between dissipated and kinetic energy show relatively low errors between calculated and assumed values of the coefficient of restitution when the proposed equation is used. In addition, the results of the comparison between experimentally and numerically determined peak impact forces during single collision confirm the effectiveness of the approach. The same conclusion has been obtained for the whole impact time history for collision between a ball and a rigid surface. Finally, the results of the comparative analysis, conducted for pounding between two structures during an earthquake, confirm the simulation accuracy when the proposed approach is used. The above conclusions indicate that the proposed formula for impact damping ratio, as a parameter of impact force model for simulation of earthquake-induced structural pounding, is very effective and accurate in numerical simulations in the case of different scenarios.
机译:地震期间的结构碰撞可能会严重破坏碰撞的结构。使用不同的碰撞模型对这种现象进行了数值研究。本文的目的是提出一种有效的冲击阻尼比公式,作为冲击力模型的一个参数,用于研究地震激励下结构碰撞的不同问题。它的准确性已通过四种方法验证。首先,对于两个结构元件之间发生碰撞的情况,将冲击过程中的耗散能量与动能损失进行了比较。在验证的第二阶段,已经分析了单次碰撞期间的峰值冲击力。然后,通过比较在混凝土球落在刚性混凝土表面上时的冲击力时间历程来验证不同方程的准确性。最后,研究了地震期间两个结构之间的碰撞。以耗散能和动能之间的比较为重点的分析结果表明,当使用所提出的方程式时,恢复系数的计算值和假定值之间的误差相对较低。此外,在单次碰撞过程中通过实验确定的数值确定的峰值冲击力的比较结果证实了该方法的有效性。对于球与刚性表面之间碰撞的整个冲击时间历史,已经获得了相同的结论。最后,针对地震中两个结构之间的碰撞进行的比较分析结果证实了使用所提出的方法时的模拟准确性。以上结论表明,所提出的冲击阻尼比公式作为冲击力模型用于地震诱发结构碰撞模拟的参数,在不同情况下的数值模拟中非常有效且准确。

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