流固耦合系统库底边界对动水压力的影响
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摘要
推导了流固耦合系统库底吸收边界条件的影响矩阵 ,并计算了库底不同反射系数的坝体动力耦合反应。结果表明 :坝体的动力反应与库底边界条件密切相关 ,一般而言 ,反射系数愈大 ,坝体的动力反应也愈大 ,库水的动水压力也相应变大 ,因此忽略库底的吸收性将造成极大的误差
The influencing matrix of absorption boundary conditions of reservoir bottom in fluid structure system is derived, and the dynamic coupling reactions of the dam is calculated with different reflection ratios. The result shows that the dynamic responses of the dam are related closely to the characteristics of the reservoir bottom. The greater the reflection ratio is, the larger the dynamic responses of the dam and the hydrodynamics of the water in the reservoir are. Therefore, ignoring the absorption of the reservoir bottom will result in unacceptable errors.
引文
[1] 居荣初,曾心传.弹性结构与液体的耦联振动理论[M].北京:地震出版社,1983:237238.
    [2] 畑野正.水の弹性にょゐ地震时动水压の共振に关すゐ吟味[A].日本土木学会论文集[C].1966:129130.
    [3] ForkKL ,ChopraAK .Earthquakeanalysisofarchdamsincludingdam waterinteraction,reservoirboundaryabsorptionandfoundationflexibility[J].EarthquakeEngineeringandStructuralDynamics,1986;(14):155184.
    [4] 傅作新,陆瑞明.水库的库底条件和挡水结构的动水压力[J].水利学报,1987;(5):2835.
    [5] LingCY ,TassoulasLJ.Three dimensionaldynamicanalysisofdam water sedimentsystems[J].JournalofEngineeringMechanics,1987;113(12):19451958.
    [6] HanchenT ,ChopraAK .Dam foundationrockinteractioneffectsinearthquakeresponseofarchdams[J].JournalofStructuralEngineering,ASCE ,1996;122(5):528538.
    [7] 傅作新.结构与水体的动力相互作用问题[J].水利水运科学研究,1982;(2):113114.
    [8] BahaaEA ,HallJF .Non linearearthquakeresponseofconcretegravitydams,part1:modelling[J].EarthquakeEngineeringandStructuralDynamics,1989;18:837851.

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