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有限条法的英文

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  • finite strimethod
  • finite strip method

例句与用法

  • Program model research of spline finite strip method based on multi - agent
    的样条有限条法的程序模型研究
  • Finite strip method
    有限条法
  • The post - buckling analysis of ring - stiffened shells under hydrostatic pressure using compound strip method
    复合有限条法研究水压作用下加肋柱壳的后屈曲
  • So , it takes both advantages of spline finite strip method with less node displacement and that of plastic hinge method with convince of getting plastic elemental stiffness matrix
    因此该方法兼具二者优点:样条有限条法的位移量少和塑性铰法形成塑性刚度矩阵的便利。
  • A program finite strip analysis model is formed and finite strip computer software is also made in this paper . the buckling behaviors of plates with flat - hat intermediate stiffener are analyzed by employing finite strip method
    论文建立了有限条法分析模型,编制了有限条计算程序,用有限条法分析了帽形中间加劲板件的屈曲和帽形肋条的加劲性能。
  • Professor cheung is an internationally renowned researcher and scholar , well known in particular for his research activities in engineering mechanics and for his pioneering contributions to the methods of finite elements and finite strips for solving engineering problems
    张教授是知名的研究员及学者,特别在工程力学,和由他倡导的利用有限元法和有限条法解决工程问题上享誉国际。
  • This paper try to mix the finite strip method and hybrid stress element , and deduce a numerical and computer method which combines the advantages of the two methods - mixed hybrid finite strip method ; analyze the intensity and stability of the orthotropic plate by this method ; deduce the formula of the orthotropic plate ' s analysis and calculation under this method ; compile the program of orthotropic plate ' s mixed hybrid finite strip method ( hfsop . for ) with fortran - 77 language , and perform them under fortran90 environment of pc computer ; comparing with traditional methods by example of computing , prove that the mixed hybrid finite strip method have better degree of accuracy , moderating the stiffness of plate , coming more close to actual conditions , avoiding over - hard or over - soft ; finally , this paper analyze the stability of a orthotropic plate by this method , and deduce the - value of critical stress
    论文将有限条法和应力杂交元法两者结合起来,导出一种兼有两者优点的数值计算方法? ?混合杂交有限条法。运用这种方法对正交异性板的强度和稳定进行了分析,推导出正交异性板在这种方法下的分析计算公式,用fortran - 77语言编写正交异性板混合杂交有限条法程序( hfsop . for )在微机fortran90环境下运行。通过算例与传统的方法比较,验证混合杂交有限条法有更好的精度,使板的刚度适中,更接近实际情况,避免“过硬”或“过软” ;最后,论文还用此方法对一正交异性板进行了稳定分析,得出临界应力值。
  • The elastic foundation model is considered as two - parameter elastic foundation model and its effect to moderate - thick plates are taken into account by a set of governing differential equations . united with hu hai - chang ’ s function , least squares collocation weighted residual method which uses b - spline function as trial function is put forward for solving the bending problems . compare with the results of finite element method of lines , spline finite strip method , accurate solution of series etc . it is proved that the method in this article has adequate accuracy and practical feasibility
    本文采用瑞斯纳中厚板理论求解弹性地基板,建立双参数地基与中厚板相互作用的控制微分方程,结合胡海昌的解耦函数,运用双五次b样条函数作为试函数的离散型最小二乘加权残值法分析了双参数地基上的中厚板的弯曲问题,并将结果与有限元线法、有限条法、级数精确解等进行比较,证明本文方法具有足够的精确性与实际的可行性。
  • In this paper , a generalized hybrid finite strip method is deduded for analyzing the shear lag effect in box girders . it has the advantage of the generalized finite strip method and hybrid stress element . shear lag effect in thin - walled box girder is analyzed with this method and stiffness matrix of generalized hybrid finite strip element is deduced . a calculating program for thin - walled box girder " s generalized hybrid finite strip method is compiled with fortran language and performed in visual fortran environment of pc computer . a typical example demonstrates that the proposed method has higher accuracy and efficiency , is suitable for analysis of shear lag effect in box girders
    本文结合应力杂交元法和广义有限条法导出一种用来分析箱梁剪力滞效应的广义应力杂交有限条法,它兼有应力杂交元和有限条法的优点。运用这种方法对薄壁箱形梁的剪力滞效应进行了分析,推导出广义应力杂交有限条元的单元刚度矩阵,用fortran - 77语言编写薄壁箱形梁广义杂交有限条法程序( hfsbg . for )在visualfortran环境下运行。具体算例的数值结果表明:广义应力杂交有限条法用于计算箱形梁的应力分析具有很好的精度和效率,适合于分析箱形梁的剪力滞效应。
  • Generally , the skew bridge ' s calculation theories can be divided into three types : the category 1 is the plank theories method , such as the finite difference method , the finite element method and the finite strip method , etc ; the category 2 is the beam theories , such as the grid beam theories , the general grid theories , the rigid cross - beam method , the elastically - supported continuous beam method and the bar system analytical method , etc ; the category 3 is the practical method , such as the g - m revising method , the grid - beam simple method and ghali form coefficient method , etc
    目前关于斜梁桥的计算理论和方法概括起来,大致可以分为三类:第一类为板理论方法,如有限差分法、变分法、有限单元法、有限条法等;第二类为梁理论法,如格构梁理论、一般格构理论、刚性横梁法、弹性支承连续法、杆件结构的分析方法;第三类为实用计算法,荷载横向分布的计算方法如g ? m修正法、格构梁的简易法、 ghali表格系数法等。
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