表孔弧形闸门在地震作用的结构控制与研究
he dynamic-instability in seismic research of the structure and control
弧形闸门是水利工程中广泛应用的一种闸门型式,而地震作用下闸门产生强烈振动的主要原因是闸门侧缝射流和下游紊动水流汇合后在门侧形成了自激振荡系统的结果。本文探讨采用结构控制的方法解决闸门振动问题。本文以有限元模型为基础,经过对有限元计算结果的分析,保留了最能反映结构低阶振型的梁结构,把板结构转化为附加质量作用到有关梁上,从而建立了三维简化模型。并利用三维有限元方法计算的结构动力特性与简化结构动力特性相等的原则修正弧形闸门简化力学模型,确定了等效的弧形闸门三维简化结构模型和系统参数。
he radial gate is widely applied in water conservancy project, a gate and strong earthquakes gate vibration is the main reason of the gate side seam jet and downstream turbulence flow up in door side formed of self-excited oscillation system results. This paper USES the method of control problem solving gate vibration. Based on the finite element model based on finite element calculation results, through the analysis, can reflect the structural low-level strikeout beam structure, the board structure into additional quality function to the beam, the simplified model is established to 3d. Using three-dimensional finite element calculation and dynamic characteristics of the structure and the simplified structure dynamic characteristics of the principle of equal modified dynamic-instability simplified mechanical model, the equivalent of the dynamic-instability three-dimensional structure model and system parameters.
吴永昂
水工结构
弧形闸门简化力学模型粘滞阻尼器结构控制
he radial gateSimplify mechanical modelhe viscous dampersStructural control
吴永昂.表孔弧形闸门在地震作用的结构控制与研究[EB/OL].(2010-10-28)[2025-08-24].http://www.paper.edu.cn/releasepaper/content/201010-527.点此复制
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