摘要
采用大型通用结构分析程序SuperSAP,对古洞口溢洪道闸室结构的应力、位移、抗滑稳定进行了三维有限元分析,为溢洪道闸室结构的设计和施工提供了理论依据。
Super SAP, a large universal structure analysis programme, is applied to conduct 3 - D FEM analsis on stress, displacements and stability against sliding of the spillway gate chamber structure of Gudongkou Project. Thus a theoretical reference for the design and construction of the spillway gate chamber structure is presented.
关键词
溢洪道
闸室结构
有限元
spillway
gate chamber structure
3-D FEM