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feas中文是什么意思

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用"feas"造句"feas"怎么读"feas" in a sentence

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  • 费阿
  • 费亚斯

例句与用法

  • In order to coordinate internal force calculation in algor feas , the preceding processing program and post processing program are worked out
    为了配合algorfeas的内力计算,本文还用visualbasic编制了前处理程序和后处理程序。
  • A retiming algorithm fam which based on simple retiming is introduced in the paper , the time computation complexity of the algorithm is better than the classical algorithm feas
    本文在基于简单重定时的基础上提出了一种重定时算法fam ,此算法的时间计算复杂度较经典算法feas有所改善。
  • Experiment is carried out to verify the theory of this paper . what ' s more much feas are carried so as to deduce a formula to see if the theory is correct
    另外还做了有限元分析,一方面模拟试验中的试件,另一方面通过大量的有限元计算拟合出宽厚比限值公式以便与理论推导、试验数据互为验证。
  • The research focus concentrates on the use of feas as a cold cathode source for microwave power amplifiers or flat panel displays . now silicon and molybdenum are the most popular materials used for tip field emitter arrays
    针对目前场发射阵列阴极的研究情况,较为常用的是钼微尖场发射阵列和硅微尖场发射阵列。
  • In this paper , the practical model for calculation torsion is set up in algor feas , which is 3 - d girder element model with rigid arms . the model is better used to calculate the effect of deviation load
    本文在algorfeas中建立了一种计及扭转的实用模型?带刚臂的三维梁单元模型,用此模型能较好地计及荷载偏载效应。
  • However , both of them have disadvantages . mo tip feas is fabricated by evaporating tip cathodes on base , so it has bad coherence with the base . on the other hand , the characteristics of silicon result in the bad heat stability , bad emission reliability , and low current density
    然而,这两种阴极存在各自的缺点,如钼尖锥是蒸镀在基底上的,所以与基底的附着力不强;而硅的特性又决定了其热稳定性差,发射的可靠性低,发射电流有限。
  • At present , feas have potential for use as an electron source in a wide variety of applications , including microwave power amplifiers ( such as twts , klystron ) , flat panel displays , electron microscopy , and electron beam lithography
    目前,场致发射阵列阴极的应用领域十分广泛,主要包括微波器件(应用于twts , klystron等) 、平板显示器( feds ) 、电子显微镜及电子束刻蚀系统等。其中,应用研究的焦点主要集中在平板显示器和射频功率放大器。
  • With the help of the electronic computers , engineers employ it to figure out nearly all kinds of engineering problems ranging from astronavigation , construction , waterpower projects , ship - building and mechanical engineering etc . owing to the strong power of finite element method , one kind of software pack which based on the method is exploited and named algor feas to resolve problems on structure analysis for trusses and shells . this paper also employ algor feas software pack to analyze and compute the cableway towers , giving the accurate result on stress and displacement both in location and whole . finally , we also bring out some advice on structure improving
    在此分析过程中:首先将物理模型简化为力学模型,主要是将塔架结构按空间杆单元简化为空间桁架结构,目的是将力学模型变换为数学模型;这一过程主要是利用autocad2000建立塔架的计算模型;再者,利用algorfeas软件包读入autocad建立的塔架计算模型生成初始数据卡利用计算机进行编程进行风载计算,再将计算结论整合入algorfeas产生的初始数据卡中,生成计算数据卡;接着,利用algorfeas软件包计算塔架在不同载荷情况下的应力图,位移图,并且求出在不同载荷条件下的最大位移和最大应力等;然后,对塔架的稳定性进行分析;最后;根据计算结果提出改进建议。
  • In this paper , a high performance sma system applied to steel bridge deck is put forth in allusion to the pavement project of the wuhan junshan yangtze river highway bridge . it comprises steel slab , zn coating layer , closing layer , adhesive , pre - mixed asphalt stone and dual layer sma from bottom to top . it is based on the fea results of the forces and deformation of the pavement layer by means of the algor feas , according to this bridge ' s traffic and the ambient temperature varying range of the pavement layer
    本文针对武汉军山长江公路大桥钢箱梁桥面铺装工程,从铺装层环境温度变化范围、交通量等使用条件出发,在用algorfeas有限元分析软件分析铺装层受力变形基础上,提出了(即钢板+金属锌涂层+封闭层+粘接剂+预拌沥青碎石+双层sma )的高性能钢桥面sma铺装体系,并对这种sma的组成材料,包括改性沥青、集料、矿粉、纤维进行了比较研究,设计了这种sma的配合比,对sma混合料的性能进行了对比试验,对这种sma方案进行了疲劳性能研究,验证了所选择sma方案的可行性。
  • In the former , two computing modes of fem are built , aimed at the coupling of variable - profile pylon , curved - axis arch and flexible cable . the software algor feas is used to get the results of dynamic numerical analysis , such as natural vibration frequency , vibration mode , dynamic displacement , dynamic stress , which are compared with the results of shaking table test research to draw to important conclusions . these conclusions provide not only potent basis for the design and construction of nanjing century tower , but also reference for other pylon - cable - arch structures similar to the project
    在动态数值分析中,针对世纪塔变截面的塔身,曲线轴线的拱以及柔性拉索相互耦合时清况,建立两种有限元计算模式,利用有限元软件algorfeas得到动力数值分析的结果,如:自振频率、振型、动位移、动应力等等,再和振动台试验研究成果作比较,得到一些重要的结论,从而为南京世纪塔工程的设计和施工提供强有力的依据,而且为类以于世纪塔工程的其它塔-索-拱结构的设计也提供一定的参考。
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