论文部分内容阅读
针对厄瓜多尔CCS水电站沉沙池工作流量大,基础地质条件复杂,结构特殊,且地震设计烈度为8°的特点,采用大型通用结构分析软件ANSYS对沉沙池的池箱结构建立动力响应三维有限元模型进行计算分析。
In view of the large working flow of sediment basin in Ecuador CCS station, complicated basic geological conditions, special structure and seismic design intensity of 8 °, a large general structural analysis software ANSYS was used to establish dynamic response three-dimensional finite element The model is calculated and analyzed.