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首页> 外文期刊>Marine Structures >Underwater shaking table tests on bridge pier under combined earthquake and wave-current action
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Underwater shaking table tests on bridge pier under combined earthquake and wave-current action

机译:地震与波流共同作用下的桥墩水下振动台试验

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摘要

The cross-sea bridges that located in earthquake-prone areas have the potential to be subjected to earthquake and wave-current action simultaneously during their construction and service period. In order to investigate the dynamic response of the pier under combined earthquake and wave current action, a series of model tests of scale 50:1 was carried out using the Earthquake, Wave and Current Joint Simulation System. Four main tests were conducted under various water levels, including white noise tests, independent earthquake tests, independent wave-current tests and combined earthquake and wave-current tests. The effect of wave-current action on the seismic responses of the pier and the distribution law of hydrodynamic pressure along the height of the pier under various load conditions are determined. The test results show that the existence of water decreases the natural frequencies of the pier. The peak dynamic responses of the pier in water under independent earthquake action are mostly larger than those without water. When the earthquake excitation is moderate and the wave-current action is relatively severe, the dynamic responses of the pier under independent wave-current action are comparable to those under independent earthquake action, and the effect of wave-current action on the seismic responses of the pier under combined earthquake and wave-current action is great and can not be ignored. Therefore, it is necessary to consider the combined action of earthquake and wave current in bridge design under this circumstance, and the effect of long-period earthquake on bridges should be considered.
机译:位于地震多发地区的跨海桥梁在建造和使用期间可能同时受到地震和波浪作用。为了研究在地震和波浪电流共同作用下墩的动力响应,使用地震,波浪和电流联合仿真系统进行了一系列比例为50:1的模型测试。在不同水位下进行了四个主要测试,包括白噪声测试,独立地震测试,独立波浪电流测试以及地震和波浪电流组合测试。确定了波流作用对桥墩地震响应的影响以及在各种载荷条件下沿桥墩高度的水动力压力分布规律。试验结果表明,水的存在降低了码头的固有频率。在独立地震作用下,水中墩的峰值动力响应通常要比没有水的墩大。当地震激发程度适中,波流作用比较严重时,独立波流作用下墩的动力响应与独立地震作用下的动力响应相当,波流作用对桥墩地震响应的影响。地震和波浪作用共同作用下的桥墩效果很好,不容忽视。因此,在这种情况下桥梁设计中必须考虑地震和波浪电流的共同作用,并应考虑长期地震对桥梁的影响。

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  • 来源
    《Marine Structures》 |2018年第3期|301-320|共20页
  • 作者单位

    Tianjin Univ, Sch Civil Engn, Minist Educ, Key Lab Coast Civil Struct Safety, Tianjin 300072, Peoples R China;

    Tianjin Univ, Sch Civil Engn, Minist Educ, Key Lab Coast Civil Struct Safety, Tianjin 300072, Peoples R China;

    Tianjin Univ, Sch Civil Engn, Minist Educ, Key Lab Coast Civil Struct Safety, Tianjin 300072, Peoples R China;

    Tianjin Univ, Sch Civil Engn, Minist Educ, Key Lab Coast Civil Struct Safety, Tianjin 300072, Peoples R China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Bridge pier; Earthquake; Wave-current; Combined action; Distribution of hydrodynamic pressure;

    机译:桥梁墩;地震;波浪流;联合作用;动水压力分布;

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