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Preliminary Study on the Damping Effect of a Lateral Damping Buffer under a Debris Flow Load

机译:泥石流荷载作用下侧向缓冲缓冲器的缓冲作用初步研究

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Simulating the impact of debris flows on structures and exploring the feasibility of applying energy dissipation devices or shock isolators to reduce the damage caused by debris flows can make great contribution to the design of disaster prevention structures. In this paper, we propose a new type of device, a lateral damping buffer, to reduce the vulnerability of building structures to debris flows. This lateral damping buffer has two mechanisms of damage mitigation: when debris flows impact on a building, it acts as a buffer, and when the structure vibrates due to the impact, it acts as a shock absorber, which can reduce the maximum acceleration response and subsequent vibration respectively. To study the effectiveness of such a lateral damping buffer, an impact test is conducted, which mainly involves a lateral damping buffer attached to a two-degree-of-freedom structure under a simulated debris flow load. To enable the numerical study, the equation of motion of the structure along with the lateral damping buffer is derived. A subsequent parametric study is performed to optimize the lateral damping buffer. Finally, a practical design procedure is also provided.
机译:模拟泥石流对结构的影响,探索使用消能装置或减震器以减少泥石流造成的破坏的可行性,可以为防灾结构的设计做出巨大贡献。在本文中,我们提出了一种新型设备,即侧向缓冲缓冲器,以减少建筑结构对泥石流的脆弱性。这种侧向缓冲缓冲器具有两种减轻损坏的机制:当碎片流撞击建筑物时,它充当缓冲器;当结构由于撞击而振动时,它充当减震器,这会降低最大加速度响应;以及随后的振动。为了研究这种侧向缓冲缓冲器的有效性,进行了一次冲击试验,该试验主要涉及在模拟泥石流载荷下,将侧向缓冲缓冲器连接到两自由度结构上。为了进行数值研究,推导了结构的运动方程以及横向阻尼缓冲器。随后进行了参数研究,以优化横向阻尼缓冲。最后,还提供了实用的设计过程。

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