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finite strip method in Chinese

Pronunciation:
How to pronounce "finite strip method""finite strip method" in a sentence

Translationmobile phoneMobile

  • 有限片體法
  • 有限條法
  • 有限條分法

Examples

  • Program model research of spline finite strip method based on multi - agent
    的樣條有限條法的程序模型研究
  • Finite strip method
    有限條法
  • Improved finite strip method of overall stability and second - order displacement analysis on tall tubular structures
    高層筒體結(jié)構(gòu)整體穩(wěn)定及二階位移分析的改進(jìn)條元法
  • 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
    因此該方法兼具二者優(yōu)點(diǎn)：樣條有限條法的位移量少和塑性鉸法形成塑性剛度矩陣的便利。
  • 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
    論文建立了有限條法分析模型，編制了有限條計(jì)算程序，用有限條法分析了帽形中間加勁板件的屈曲和帽形肋條的加勁性能。
  • By combining the displacement function of two - end fastened strip in finite strip method ( fsm ) with that of rectangular element in finite element method ( fem ) , the compound finite strip - element method is used to solve plane problems with mechanics of elasticity
    摘要將有限條帶法( fsm )中兩端固定條和有限單元法( fem )中矩形單元的位移函數(shù)相迭加，運(yùn)用混合條元法來求解平面彈性力學(xué)問題。
  • 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
    論文將有限條法和應(yīng)力雜交元法兩者結(jié)合起來，導(dǎo)出一種兼有兩者優(yōu)點(diǎn)的數(shù)值計(jì)算方法? ?混合雜交有限條法。運(yùn)用這種方法對正交異性板的強(qiáng)度和穩(wěn)定進(jìn)行了分析，推導(dǎo)出正交異性板在這種方法下的分析計(jì)算公式，用fortran - 77語言編寫正交異性板混合雜交有限條法程序( hfsop . for )在微機(jī)fortran90環(huán)境下運(yùn)行。通過算例與傳統(tǒng)的方法比較，驗(yàn)證混合雜交有限條法有更好的精度，使板的剛度適中，更接近實(shí)際情況，避免“過硬”或“過軟” ；最后，論文還用此方法對一正交異性板進(jìn)行了穩(wěn)定分析，得出臨界應(yīng)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
    本文采用瑞斯納中厚板理論求解彈性地基板,建立雙參數(shù)地基與中厚板相互作用的控制微分方程,結(jié)合胡海昌的解耦函數(shù),運(yùn)用雙五次b樣條函數(shù)作為試函數(shù)的離散型最小二乘加權(quán)殘值法分析了雙參數(shù)地基上的中厚板的彎曲問題,并將結(jié)果與有限元線法、有限條法、級數(shù)精確解等進(jìn)行比較,證明本文方法具有足夠的精確性與實(shí)際的可行性。
  • 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
    本文結(jié)合應(yīng)力雜交元法和廣義有限條法導(dǎo)出一種用來分析箱梁剪力滯效應(yīng)的廣義應(yīng)力雜交有限條法，它兼有應(yīng)力雜交元和有限條法的優(yōu)點(diǎn)。運(yùn)用這種方法對薄壁箱形梁的剪力滯效應(yīng)進(jìn)行了分析，推導(dǎo)出廣義應(yīng)力雜交有限條元的單元剛度矩陣，用fortran - 77語言編寫薄壁箱形梁廣義雜交有限條法程序( hfsbg . for )在visualfortran環(huán)境下運(yùn)行。具體算例的數(shù)值結(jié)果表明：廣義應(yīng)力雜交有限條法用于計(jì)算箱形梁的應(yīng)力分析具有很好的精度和效率，適合于分析箱形梁的剪力滯效應(yīng)。
  • 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
    目前關(guān)于斜梁橋的計(jì)算理論和方法概括起來，大致可以分為三類：第一類為板理論方法，如有限差分法、變分法、有限單元法、有限條法等；第二類為梁理論法，如格構(gòu)梁理論、一般格構(gòu)理論、剛性橫梁法、彈性支承連續(xù)法、桿件結(jié)構(gòu)的分析方法；第三類為實(shí)用計(jì)算法，荷載橫向分布的計(jì)算方法如g ? m修正法、格構(gòu)梁的簡易法、 ghali表格系數(shù)法等。

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