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Damage Analysis Of Sea-Crossing Bridge Main Pier Pile Foundations Under Wave Loading By Scouring Different Situation

机译:通过冲洗不同局面造成海关桥主墩桩基础损伤分析

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Since the Bridge is generally span, the main pier and more in the deep water area, combined with the harsh coastal or marine environments, heavy marine traffic must be many ways to strengthen security maintenance Bridge, the current damage identification and safety warning technology by the upper structure more attention to the role of Bridge often bear strong winds, big waves. Since the wind - waves - liquid coupling mutagenic effects, long-term effects, effects of fatigue and the effects of aging and deterioration of materials and other unfavorable factors, in order to grasp the Sea-Crossing Bridge Main Pier Pile Foundations work under wave loading by scouring different situation state and force deformation characteristics, the present analysis Theoretical analysis of wave loads by different scouring status under the numerical simulation method.
机译:由于桥梁一般跨度,主要码头等在深水区,结合严酷的沿海或海洋环境,沉重的海洋交通必须是加强安全维护桥的方式,目前损害识别和安全警告技术上部结构更加注重桥梁的作用经常带有强风,大浪。自风浪 - 液体耦合突变效果,长期效果,疲劳的影响和老化的效果和材料的劣化和其他不利因素,为了掌握海关桥主码头桩基础的波浪载荷通过冲洗不同的情况状态和力变形特征,在数值模拟方法下使用不同冲洗状态的波负荷的本分析。

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