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Submerged Floating Tunnels under Seismic Motion: Vibration Mitigation and Seaquake effects

机译:地震运动下淹没浮动隧道:振动缓解和海水效应

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In this work the activity of the research group active at Politecnico di Milano in the field of the dynamic behavior of Submerged Floating Tunnels (SFTs) is reviewed, with emphasis on the possibility to mitigate the dynamic response through structural control solutions and the modeling of seaquake effects. A SFT model, equipped with suitable passive control devices, is accounted as a case study to assess the vibration mitigation under strong seismic motions. Elastic-plastic axial springs restrain the tunnel at the shores, and bars made of inelastic material anchor the tunnel to the seabed. Earthquake and seaquake motions are introduced accounting for spatial variability of the seabed motion during an earthquake. Some conclusions are drawn from a comparison between the response of the case study SFT due to earthquake and earthquake plus seaquake, which point out as seaquake forces can be an important source of excitation for SFTs. The paucity of studies on this topic, as well as the extent of the effects induced, call for further researches and developments.
机译:在这项工作中,综述了在PoliteCnico di Milano中激活的研究组的活动进行了综述,重点是通过结构控制解决方案和海水建模来减轻动态响应的可能性效果。配备有合适的无源控制装置的SFT模型被核对,以评估强烈地震运动下的振动减缓的案例研究。弹性塑料轴向弹簧抑制岸边的隧道,以及由非弹性材料制成的钢筋锚定隧道到海底。引入了地震和海水运动的核算,用于地震期间海底运动的空间变异性。由于地震和地震加上海峡和地震,案例研究SFT响应之间的比较是一些结论,这指出了诸如海洋力量,这可能是SFT的重要刺激来源。对这一话题的研究,以及诱导效果的程度,呼吁进一步研究和发展。

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