The method for assessment of the hydromechanically equivalent continuum model for fractured rock masses is developed.
初步建立了裂隙岩体水力等效连续介质是否存在的二维判别方法。
A generalized equivalent-continuum method is presented for calculating variably saturated seepage flow in fractured porous media.
描述了一种计算裂隙多孔介质中变饱和渗流的广义等效连续体方法。
A discretized method of an equivalent continuum is used for analysis of dynamic behaviors of tall building tubular structures.
用连续-离散化方法分析高层建筑筒体结构的动力特性。
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