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numerical code相关的网络例句

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How to calculate the penetration was proposed according to the results of numerical analysis while the compression of underlain soils can be estimated by integration method. After comparing the results obtained from stress dispersion method and equivalent solid mass method, both recommended in the code, the latter was proven to be more accurate.

桩端平面以下土层的压缩量则根据分层总和法计算,在比较了规范推荐的应力扩散法和等效实体法之后,本文认为等效实体法计算桩端平面以下土层的压缩量更准确。

In the two test sites, the soil water movement numerical models of vertical-one-dimension and cross section two-dimension have been established with the softwarer Vadose/W and self-programming code, of which the advantage is that it can deals with lower boundary and the upper boundary (such as meteorologic, vegetational, etc) conditions in convenience. The fitting between the model and observation data from sites indicates that the models are relatively high precision. So the models can be used to study problems such as soil evaporation, infiltration to recharge groundwater and so on under various conditions.

运用包气带水分运移软件Vadose/W和自编程序,建立了两个试验场垂向一维和剖面二维土壤水运移模型,该模型的优势在于可灵活地处理下边界和上边界条件,试验场观测数据拟合表明模型精度较高,可用于研究各种条件下土壤蒸发、土壤水分下渗补给地下水等问题。

Then, safety analysis method was constituted considered the typical damage of concrete beam bridge. 5. By amending the reduction rate of loading capacity used in Code for Maintenance of Highway Bridges and Culvers (JTG H11-2004), a new reliable index is presented in the same safety standard to reflect the relation between load and resistance. According to the basic principal of calibration method, the recommended gradation index was computed under various factors such as different load combinations, vehicle operating status and different failure modes. With these calculated numerical values, the calculated reliability indexes standard for the estimation of safety degree of in-service concrete girder bridge members was ultimately obtained.6. Based on the related standards and results on crack and displacement that cannot continue to loading at home and abroad, the evaluation grade of the concrete beam bridge is proposed by analogy.

针对材料和构件损伤对混凝土梁式桥抗力的影响,基于材料和构件层次典型损伤的修正计算公式,在结构既有以及时变抗力评估的概率模型基础上,通过误差传递公式获得抗力统计参数,对抗力进行修正,构成了考虑混凝土梁式桥典型损伤的安全性分析方法。5、依据校准法原理,将《公路桥涵养护规范》(JTG H11-2004)中不同类别承载力下降率转化为修改分项系数,分别计算了轴心受压、轴心受拉、受弯、大偏心受压、受剪构件在各种情况下的可靠指标,根据破坏类型对校准结果进行分析,提出了基于可靠度的公路混凝土梁式桥安全性评定等级。6、基于不能继续承载的裂缝和位移的相关国内外规范和研究成果分析,通过类比提出了混凝土梁式桥不能继续承载的裂缝和位移评定等级界限。

Based on the specialities of numerical control of power spinning machine tool, this paper described the process of generating NC code from the cutter location track file.

描述了根据数控强旋机的特性,从已有的刀具轨迹文件出发,经过一系列处理生成了数控代码的过程。

A wall heat flux function was introduced to separate the numerical prediction of internal heat transfer in aircraft from that of thermal effects outside the skin.The thermal network method combined with the Monte Carlo method was used to analyze the internal heat transfer and the FLUENT code was employed to simulate the aerodynamic convection outside skin.

引入壁面热流函数,将蒙皮外部热环境与飞机内部换热进行解耦计算,采用热网络法与蒙特卡罗法进行飞机内部传热分析,利用FLUENT软件进行蒙皮外气动对流换热模拟,建立了飞机蒙皮瞬态温度场的数值方法。

In this thesis, we carried out a detailed numerical modelings on the transport process of a planetary reactor with three-separate inlets designed by ISCAS with the help of FLUENT code. We also explore the possibility to optimize the transport process as well as the reactor.

本文所研究的内容,就是利用计算机二维数值方法,采用FLUENT软件,对中科院半导体所自行设计的垂直三重进口行星式MOCVD反应器的输运过程及其与外部参数的关系进行模拟研究,并提出反应器的优化方案。

Numerical models of three-dimensional finite element analysis based on Ansys code are established to study the settlement of socles on pile foundation underpinning construction for a three-floor frame structure, on which a flat basement is built.

为了研究一个3层框架结构建筑物增加一层地下室桩基础托换过程的地基沉降规律,建立了3个工况的ANSYS三维有限元模型,并进行数值分析。

This study is concentrated on the analysis of bird-strike resistance for a wing slat, through a numerical simulation by using commercial nonlinear finite element code PAM-CRASH.

本文以机翼前缘缝翼结构为研究对象,通过大型非线性有限元分析软件PAM-CRASH,开展了飞机结构的抗鸟撞仿真设计研究。

By numerical simulation, the effect of quantum error correction code on BB84 protocol is analyzed in the case of the transmission efficiency.

通过数值仿真,分析量子LDPC码对BB84协议的密钥传输效率的影响。

The indoor experiment of mechanical parameters of rock is performed to provide a series of mechanical parameters of rock-mass needed in numerical simulation of abandoned stope disposal.(3) The minimal roof span, the minimal cantilever roof span and roof cutting depth are studied by the 3D non-linearity FEM code ANSYS.

开展了室内岩石力学参数试验,提出了数值模拟研究所需要的岩体力学参数;(3)应用三维ANSYS有限元程序研究了顶板极限跨度、悬臂状态下的顶板极限跨度和切顶深度。

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