MARC can be well used for ultimate analysis in civil engineering.

MARC具有 优异的非线性计算能力,可以作为土木工程极限分析的有力工具.

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Using the improved model, an ultimate bending moment formula is presented.

在梁的极限分析中采用新的刚塑性模型, 推导出极限弯矩公式.

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Plastic collapse and limit analysis . 9.

塑性崩溃、及极限分析.

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Based on the traditional limit analysis, an improved rigid - nonlinear Hardening approximate model is established.

应用传统的极限分析理论, 提出一种改进的刚性 - 非线性强化近似模型.

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Natural soil is not rigid - plastic body, so limit analysis just only a semi empirical method.

然而天然土体并非刚塑性体, 如果实际的土体离开刚塑性假设太远,则极限分析设计原则就只能当作一种半经验的方法采用.

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The ultimate analysis in civil engineering is very complicated because of high nonlinearity.

土木工程极限分析涉及大量的非线性,因此比较复杂.

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In the course of plastic limit analysis, maybe there are the phenomena of producing yield - line.

在规则边界的薄板的塑性极限分析过程中, 通常会有产生塑性铰线这一现象.

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Based on the traditional plastic limit analysis, an improved rigid - nonlinear Hardening approximate model is established.

摘要应用传统的极限分析理论, 提出一种改进的刚性 - 非线性强化近似模型.

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The typical methods are the limit equilibrium method, the limit analysis method and FEM.

较为典型的边坡分析方法主要有极限平衡法, 极限分析法,有限元法等.

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