深水高墩桥梁的地震响应分析
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摘要
通过对Morison方程和各种规范规定的动水计算方法的比较,最后选择在Morison方程的基础上,用附加质量考虑水的影响,计算深水桥墩的地震响应,得出矩形深水墩动水作用下桥梁地震反应,为进一步分析墩体遭地震破坏形式及破坏程度提供可靠数据保证。
According to the comparison between Morison equation and the dynamic water calculation methods of all regulations,the paper has the selection based on Morison equation,adopts the additional quality to consider the water's influence,calculates the earthquake response for the deepwater bridge pier,concludes the earthquake response of the bridge under the effect of the rectangular deepwater pier dynamic water,so as to provide the reliable data guarantee for the further analysis of the damage forms and damage degrees of the piers caused by the earthquake.
引文
[1]李玉成,王凤龙.方柱水动力系数确定方法的探讨[J].海洋通报,1994(10):35-36.
    [2]赖伟,王君杰.地震和波浪作用下深水桥梁的动力响应研究[D].上海:同济大学博士论文,2004.
    [3]高学奎.地震动水压力对深水桥墩的影响[J].北京交通大学学报,2006(15):44-45.
    [4]李富荣,陈国兴.考虑动水压力影响的桥梁大型群桩基础地震反应分析[J].防震减灾工程学报,2007(12):51-52.
    [5]郑铁华.Morison方程中动水阻力项对桥梁桩柱地震反应的影响[J].四川建筑科学研究,2007(31):65-66.

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