传输线矩阵(Transmission line matrix,以下简称TLM)方法,根据场方程和传输线方程之间的相似性,用等效分布传输线网络模拟给定结构,在时间和空间上进行离散化,是一种强有力的三维时域电磁场数值仿真算法。简要介绍三维扩展型结点TLM方...传输线矩阵(Transmission line matrix,以下简称TLM)方法,根据场方程和传输线方程之间的相似性,用等效分布传输线网络模拟给定结构,在时间和空间上进行离散化,是一种强有力的三维时域电磁场数值仿真算法。简要介绍三维扩展型结点TLM方法的模型、激励源和边界条件,并使用该方法对亚波长结构的抗反射特性进行模拟研究,为进一步深入探讨该结构的抗反射特性、进行优化设计提供依据。展开更多
In recent years,the perceivable difference in observed and computed deflections for arch dams suggests the necessity to consider the side-load action of the hydrostatic pressure on reservoir basin(HPRB).In this paper,...In recent years,the perceivable difference in observed and computed deflections for arch dams suggests the necessity to consider the side-load action of the hydrostatic pressure on reservoir basin(HPRB).In this paper,two additional Vogt coefficients with regard to the normal and angular deflections of arch dam foundation due to the action of HPRB are firstly elaborated,then an algorithm of the improved trial load method(ITLM)taking into account of conventional(six)and additional(two)Vogt coefficients is implemented.The elastic finite element method is employed as the bench mark in the verification of the improved method,which confirms that a better prediction of dam deflections and their gradient related stresses for arch dams may be provided by the ITLM taking into account of HPRB action.展开更多
文摘传输线矩阵(Transmission line matrix,以下简称TLM)方法,根据场方程和传输线方程之间的相似性,用等效分布传输线网络模拟给定结构,在时间和空间上进行离散化,是一种强有力的三维时域电磁场数值仿真算法。简要介绍三维扩展型结点TLM方法的模型、激励源和边界条件,并使用该方法对亚波长结构的抗反射特性进行模拟研究,为进一步深入探讨该结构的抗反射特性、进行优化设计提供依据。
基金Supported by the Key Program of the National Natural Science Foundation of China(51939008)。
文摘In recent years,the perceivable difference in observed and computed deflections for arch dams suggests the necessity to consider the side-load action of the hydrostatic pressure on reservoir basin(HPRB).In this paper,two additional Vogt coefficients with regard to the normal and angular deflections of arch dam foundation due to the action of HPRB are firstly elaborated,then an algorithm of the improved trial load method(ITLM)taking into account of conventional(six)and additional(two)Vogt coefficients is implemented.The elastic finite element method is employed as the bench mark in the verification of the improved method,which confirms that a better prediction of dam deflections and their gradient related stresses for arch dams may be provided by the ITLM taking into account of HPRB action.
