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deformations相关的网络例句

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与 deformations 相关的网络例句 [注:此内容来源于网络,仅供参考]

Consensus is found by comparing the simulation result and test results in deformations and acceleration curve. Energy absorption behavior of each part is compared.

以ECE R33法规对该轿车进行了碰撞过程仿真计算,仿真计算的变形结果和实验结果吻合度达到80%,车身典型位置的加速度曲线也有相同的规律。

A mechanic model of a thin tube p asted with an actuator, is presented, the mixed deformations of compr ession and torsion of the tube are analyzed and the relation between the angle o f twist of the tube and temperature in a temperature cycle is given.

建立了粘有SMA丝应变驱动器的薄壁圆管的力学模型,分析了一个温度循环中,薄壁圆管受SMA驱动发生的压扭复合变形,给出了薄壁圆管扭转角与激励温度之间的关系。

It provided a basis for building more accurate dynamical model. 4. Based on AD250 articulated dump truck multi-rigid body dynamics model, flexiblemulti-body models of suspension components for which the deformations are relatively important were built using finite element method. Modified Craig–Bampton modal synthesis and flexible multi-body methods were applied to build rigid-flexible coupling multi-body model of the truck. Dynamic simulations with different road profiles were performed.

基于AD250铰接式自卸车多刚体动力学模型,应用修正的Craig–Bampton模态综合法,对车辆行驶过程中相对变形较大的悬架杆件进行模态分析,把生成的模态中性文件引入到多刚体模型中取代相应的刚体,建立了相对多刚体模型更符合工程实际的整车刚柔耦合多体动力学模型。

Test results for deformations and ultimate bearing capacity are found to be in good agreement with the corr...

同时将试验结果与有限元分析的结果进行比较,在考虑端部翘曲约束的情况下,两者符合较好。

This study uses the soil parameter reduction coefficients to model the seismic pile responses affected by liquefied soils. One dimensional wave equation analyses were conducted for the solutions. Based on the bore-hole data and nearby seismic record, the soil parameter reduction coefficients of liquefied layers can be obtained through a pre-analysis for liquefaction potential of the site. The reduction coefficients were used to reduce the soil modulus for liquefied soils, and the lumped mass analysis is performed to obtain the free-field response of the site. The ground deformations are superimposed onto the pile elements for discrete wave equation analysis, and the non-linear pile responses can be simulated through the modified Bouc-Wen model. Thus the deformations and failure mechanism of the pile are able to investigate.

中文摘要本研究之土质参数折减系数模式,系以一维波动方程模拟地盘液化状态下之桩基础动力反应,依据现场土层钻探资料与邻近测站之地震纪录,由土壤液化潜能评估法配合日本相关规范求得液化土层之土质参数折减系数,以此系数对土壤强度模数进行折减,并使用集中质块法求取自由场之地盘液化反应,再以此为前置解作用於桩基础之波动方程求解,桩身刚度以简化之Bouc-Wen模式模拟其非线性行为,以了解液化地盘内基桩之变形行为与破坏机制。

The error of borehole deformations calculated by the using of perfect elastic and strain soft model will be as high as 30 percent.

采用理想弹性模型与用应变软化模型计算的井眼塑性变形量的误差将高达30%。

In recent years it has been great interest to quantum deformations of commutator relations of Lie algebra and related Hopf structures.

计算出经典的经典Yang-Baxter方程的所有解一直是许多数学家和物理学家非常关心的问题。

Finally, as an application of the theory of locating and evaluating gross errors, the model of locating and evaluating deformations and that of locating and evaluating both deformations and gross errors are set up, and the steps of searching for both deformations and gross errors are proposed.

最后,作为多维粗差定位定值理论的应用和推广,建立了形变的定位定值模型及形变与粗差的同时定位定值模型,研究了其具体搜索步骤和判断方法。

From the view of initial deformation,the dual intercrossed iterative method is developed to determine the initial deformations of cables and hangers,sequential method based on initial deformations to simulate the tensioning process in batches,and converse iterative method in sequential anal.

本文从索初始变形的角度出发,针对该类结构的特点,提出了&双重交叉迭代法&确定拉索和吊杆初始变形,索初始变形&顺序分析法&模拟分批张拉施工过程以及索张拉力&顺序分析逆迭代法&解决张拉力已知时的预应力施工过程模拟问题,并将这三种方法进行不同组合,解决各种情况下的多次、分批张拉施工过程分析的问题,由此确立了一套完整的适合该类结构的预应力全过程分析方法。

For large deformations it is generally not necessary to consider elastic deformations.

对于大变形一般不需要考虑弹性变形。

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客人们在卡罗利娜·埃凯家里,举止就文雅一些,因为卡罗利娜的母亲治家很严厉。

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