Based on the characteristics of the numerical manifold method and constitutive models of rock and soil mass, the formula of numerical manifold method for nonlinear analysis is presented.
根据数值流形方法的特点和岩土体的本构模型，给出了适用于非线性分析的数值流形方法的计算方法。
In this paper, a nonlinear soil-structure interaction model of jointless Bridges is presented according to its structural characteristics.
针对无伸缩缝桥梁的结构特点，提出一个土-结构的非线性相互作用模型。
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