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Theoretical evaluation of collision safety for Submerged Floating Railway Tunnel (SFRT) by using simplified analysis

机译:简化分析法对淹没式铁路悬浮隧道(SFRT)碰撞安全性的理论评估

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摘要

Submarine collisions is one of the major hazardous factor for Submerged Floating Railway Tunnel (SFRT) and this study presents the safety evaluation for submarine collision to SFRT by using theoretical approach. Simplified method to evaluate the collision safety of SFRT was proposed based on the beam on elastic foundation theory. Firstly, the time history load function for submarine collision was obtained by using one-degree-of-freedom vibration model. Then, the equivalent mass and stiffness of the structure were calculated, and the collision responses of SFRT were evaluated. Finite element analysis was conducted to verify the proposed equations, and it can be found that the collision responses, such as deflection, and acceleration, agreed well with the proposed equations. Finally, derailment condition for high speed train in SFRT due to submarine collision was proposed.
机译:海底碰撞是铁路浮式水底隧道(SFRT)的主要危险因素之一,本研究采用理论方法对海底悬浮铁路隧道的安全性进行了评估。基于梁基于弹性地基理论,提出了一种简化的SFRT碰撞安全性评估方法。首先,利用一自由度振动模型获得了海底碰撞的时程载荷函数。然后,计算结构的等效质量和刚度,并评估SFRT的碰撞响应。进行了有限元分析以验证所提出的方程,并且可以发现,挠曲和加速度等碰撞响应与所提出的方程非常吻合。最后,提出了海底碰撞导致SFRT高速列车出轨的条件。

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