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 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。
Based on the equivalent continuum model and the characteristics of FEM utilized, the method of latent complex-material element was firstly introduced to simulate the faultage.
在拟连续介质模型的基础上，充分利用有限元法的特点，首次提出用隐式复合材料单元法对主要断层进行模拟。
By the linkage between the seepage coefficient, porosity and stress, the hybrid analysis model for coupled seepage and stress field in rock mass of equivalent continuum is established.
以渗透系数、孔隙率和应力的关系作为桥梁，当渗流场为非稳定渗流时，建立等效连续岩体渗流的耦合模型。
The action forces applied on rock mass of equivalent continuum by seepage include two parts, i. e., hydrostatic seepage pressure and hydrodynamic seepage pressure (seepage body force).
渗流对等效连续岩体的作用力包括渗透静水压力和渗透动水压力(渗流体积力)两部分。
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。
In this dissertation, a continuum analogy method for plate cone reticulated shell which is equivalent to the three layer shell analogy method is put forward.
板锥网壳结构是一种新型的空间结构 ，它是在板锥单元和常规的双层网壳结构的基础上 ，组合形成的一种新型半连续化、半格构化的结构形式。
In this dissertation, a continuum analogy method for plate cone reticulated shell which is equivalent to the three layer shell analogy method is put forward.
板锥网壳结构是一种新型的空间结构 ，它是在板锥单元和常规的双层网壳结构的基础上 ，组合形成的一种新型半连续化、半格构化的结构形式。
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