Chinese translation for "非线性弹性模型"
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- nonlinear elastic model
Related Translations:
非线性调压器: nonlinear voltage regulator 非线性估计: nonlinear estimation 非线性编程: nonlinear encoding 非线性系统: nlsnon linear systemnonlinear system 非线性电阻: curve resistancenonlinear resistorthyrectorthyritevaristor 积分非线性: integral non-linearityintegral nonlinearity (inl)non-linearity, integral (inl)nonlinearity integrall 非线性模糊: nonlinear smearing 非线性层: nonlinear laminar flow
- Example Sentences:
| 1. | Nonlinear elastic model
非线性弹性模型 | | 2. | This paper adopts the ducon - zhang soil model , establish a non - linear elastic model of retaining structure of deep foundation pit , and draw up a plane finite element program
本文采用了邓肯-张土体模型，建立了深基坑支护结构的非线性弹性模型，编制了平面有限元程序。 | | 3. | The forward - analysis method is finite element method . by some software i realize the forward - analysis calculation , and realize the calculation of duncan - chang model . it ' s feasible to execute displacement back - analysis by genetic algorithms by engineering example
正演方法采用数值方法中的有限单元法，用现在应用广泛的有限元计算软件进行正演计算，并首次在ansys实现了对土的非线性弹性模型的计算。 | | 4. | Under this background , in this paper , a relationship between shear strength and shear wave velocity is built to estimate the characteristics of foundation soil with amount . the relationship is based on the non - linear elasticity of foundation soil and the theory of mohr - couloumb strength
在此背景下，本文寻找适合于软粘土地基的剪切波速度跟抗剪强度的关系式，该关系式是建立在土的非线性弹性模型和土的莫尔?库仑强度理论的基础上的。 | | 5. | The result indicates that the nonlinear elastic model is appropriate for better foundation condition , while the viscoelastic model is appropriate for worse foundation condition . according to the uniqueness of back analysis solution , it is put forward a method for the back analysis of layer - wise and section - wise iteratively . which is showed advantage by the calculation result
分析表明，非线性弹性模型一般适合地基较好的情况，而对于地基较差的情况宜采用粘弹性模型；针对反演计算解的唯一性问题，提出了分层分部反演迭代的计算方法，计算表明，该方法具有一定的优越性。 | | 6. | Form the observation date obtained during construction , the geological parameters may reasonably be determined by direct optimal method such as powell so that it minimizes the squares of differences between calculated and measured quantities ( objective function ) . adopting fem and the roadbed settlement after construction is calculated . then a back analysis program of fem for soil is given
文中首先基于biot固结理论分别采用e - v非线性弹性模型和merchant粘弹性模型两种模型有限元方法，根据施工期实测资料，采用直接优化反分析方法，分层分部反演地基土体的计算参数，然后计算路面铺筑后的工后沉降，并对将通过两个软土路基工程实践验证其可靠性。 | | 7. | According to the principle of model discerning and the feature of embankment ' s settlement , the calculation model of soft soil ground ' s settlement is divided into the material discerning of the first model and the best model , in order to consider the soft soil ground ' s settlement affected by the secondly consolidation in the later stage , the merchant visco - elastic model based on the elastic model and the non - linear - elastic model is adopted
根据模型辨识的原则和路基沉降的特点，把软土沉降计算模型的辨识分为二个层次：介质形态初步模型的辨识和最优模型的辨识。为了考虑软土次固结作用对软土地基后期影响，在传统考虑弹性、非线性弹性模型的模型类属集合中力口入了merchant粘弹性模型。 |
- Similar Words：
- "非线性弹簧" Chinese translation, "非线性弹性" Chinese translation, "非线性弹性关系式" Chinese translation, "非线性弹性理论" Chinese translation, "非线性弹性模量" Chinese translation, "非线性弹性学" Chinese translation, "非线性弹性状态" Chinese translation, "非线性导体" Chinese translation, "非线性的" Chinese translation, "非线性等离子体" Chinese translation
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