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大型水电站地下厂房的水力振动数值分析

Numerical analysis on hydraulic vibration of large-scale underground hydropower house

中文摘要英文摘要

首先阐述了当前地下厂房动力分析构建有限元模型所存在的问题。然后,以国内在建、装机容量最大的溪洛渡水电站地下厂房为例,基于模型试验资料选择典型工况,进行了流道脉动水压力作用下的动力反应时域分析。结果表明,该地下厂房主要部位的动应力、位移、速度和加速度幅值满足振动允许标准。

Problems in establishing finite element model for dynamic analysis of underground powerhouse at present were first introduced. Then Xi Luodu hydropower station that is under construction with the biggest installed capacity in China is taken as an example. Based on model test data, typical load cases were chosen to perform dynamic analysis in time domain for the underground powerhouse excited by pressure fluctuation. Results show that amplitudes of dynamic stress, displacement and acceleration meet the suggested vibration standard.

张运良

水能利用、水电站工程水工结构水利工程基础科学

水电站地下厂房水力振动溪洛渡粘弹性边界有限元分析

underground hydropower househydraulic vibrationXi Luo-duviscous-spring boundaryFEA

张运良.大型水电站地下厂房的水力振动数值分析[EB/OL].(2010-05-14)[2025-08-16].http://www.paper.edu.cn/releasepaper/content/201005-328.点此复制

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