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任意荷载    
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  arbitrary loads
    Analysis of Sloping Elastic Pile Under Arbitrary Loads by Line_Loaded Integral Equation Method
    线载荷积分方程法分析桩顶受任意荷载的弹性斜桩
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    Analytic Solution for a Closed Structure with Four Bars Subjected to Arbitrary Loads
    四杆封闭结构在任意荷载作用下的精确解
短句来源
    A general analytical method is presented for evaluating the axially symmetric vibration characteristics of a elastic thick cylindrical shell subjected arbitrary loads with homogeneous boundary conditions and dynamic boudary Conditions of any type.
    本文提出了一个一般的解析方法,它可对任意荷载作用下具有任何类型齐次边界条件和动力边界条件的弹性厚圆柱壳的轴对称振动特性进行定值计算。
短句来源
    The solution is effective for bending of the plate supported by columns at arbitrary locations under arbitrary loads and has the advantage of high accuracy that is proved by inverse analysis examples.
    这种解法可以分析板柱结构在任意柱支条件下和任意荷载作用下板的弯曲。 通过逆向分析验证法真实地说明了本解法具有很高的计算精度。
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    Simplified Solution of Spherical Thin Shallow Shell under Arbitrary Loads
    矩形底球面扁壳在任意荷载作用下的简化计算
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  arbitrary loading
    ONE DIMENSIONAL CONSOLICATION OF LAYERED ELASTIC SOILS UNDER ARBITRARY LOADING
    任意荷载下成层弹性地基的一维固结
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    A THEORETICAL ANALYSIS FOR LAYERED HALF-SPACE UNDER ARBITRARY LOADING
    多层半无限弹性体在任意荷载作用下的解析解
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    One Dimensional Consolidation of Layered and Visco-Elastic Solids Under Arbitrary Loading
    任意荷载下成层粘弹性地基的一维固结
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    ANALYTICAL SOLUTION OF TRANSVERSELY ISOTROPIC ELASTIC MULTILAYERED SUBGRADE UNDER ARBITRARY LOADING IN RECTANGULAR COORDINATES
    任意荷载作用下层状横观各向同性弹性地基的直角坐标解
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    The effects of arbitrary loading on asphalt pavement were also analyzed.
    文中还研究了任意荷载作用及荷载位置变化时路面结构内的应力状态。
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  arbitrary load
    Free Rectangular Plate on Elastic Foundation under Arbitrary Load
    任意荷载下弹性地基上的自由矩形板
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    Based upon basic Laplace transform equations as to time of visco-elastic body and Hankel tranform, transferring matrix of visco-elastic layers under arbitrary load is obtained.
    基于粘弹性体经关于时间t作Laplace变换的基本方程的转换及Hankel变换,得到了任意荷载作用情形下,无限粘弹性层不同深度经这两种变换的位移应力向量间的传递矩阵。
短句来源
    Static equation and nonlinear stiffness for space cable under arbitrary load are deduced through integral analysis. Nonlinear simplified equation for static analysis of guyed mast is given.
    通过整体分析,推导出空间单索在任意荷载作用下的静力计算公式和空间索单元的非线性刚度方程.在此基础上,给出桅杆结构静力分析简化计算的非线性方程式.
短句来源
    COMPUTER DRAFTING FOR BENDING MOMENT DIAGRAM OF STATICALLY DETERMINATE BEAM ON ARBITRARY LOAD
    任意荷载作用下静定梁弯矩图的计算机绘制
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    SOLUTIONS OF LAYERED VISCO-ELASTIC BODY UNDER ARBITRARY LOAD
    任意荷载作用下成层粘弹性体的求解
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  arbitrary excitation
    ANALYSIS ON LOCAL EFFECT OF PLATE ELEMENT UNDER ARBITRARY EXCITATION
    任意荷载下板单元局部效应分析
短句来源
    Exact Solution of Triangle Plate Element under Arbitrary Excitation
    任意荷载下三角形板单元的精确解
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    STUDY ON PARTIAL EFFECT OF PLATE SHELL AND BEAM ELEMENT UNDER ARBITRARY EXCITATION
    任意荷载激励下板、壳和梁单元结构及其组合模型的局部效应分析
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    STUDY ON LOCAL DYNAMICAL EFFECT OF RECTANGULAR PLATE UNDER ARBITRARY EXCITATION
    任意荷载下矩形板单元局部效应分析
    A new computational model of partial effect for triangular plate element under arbitrary excitation is established by the moment balance principle inside element The corresponding computational formula is also obtained. By analyzing dynamic response of cantilever plate under different excitation, it has been found that the results have become more accurate when local effect is considered.
    根据三角形权单元内部力矩平衡的原理,建立了任意荷载激励下三角形权单元的局部效应计算模型,推导了相应的计算公式,并对一悬臂板在动荷载激励下的动内力进行了局部效应分析.计算结果表明,考虑局部效应后可以使动内力计算结果更为精确,
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  arbitrary loads
The bending of elastic circular ring of non-homogeneous and variable cross section under the actions of arbitrary loads
      
On the basis of the stepped reduction method suggested in [1], we investigate the problem of the bending of elastic circular ring of non-homogeneous and variable cross section under the actions of arbitrary loads.
      
On the circular footing plates on two-parameters foundation under arbitrary loads
      
Modelling soils by two-parameter foundation model, this paper calculates the distributions of displacements of circular footing plates on soils and reactions of soils under arbitrary loads using semi-analytical finite element method.
      
Series solution for elastic behavior of corrugated circular plates in large deflection under arbitrary loads
      
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