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线性荷载
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  linear load
     The Plastic Limit Analysis of Circular Plates Under Edge Moments and Local Linear Load
     在边缘弯矩和局部线性荷载共同作用下圆板的塑性极限分析
短句来源
     Limit Load Analysis of Simply Supported Annular Plate under Linear Load
     线性荷载作用下外简支环板的极限荷载分析
短句来源
     Abstract The sincular function method is applied to calculate the plastic limit load of Ring plate of vacuum equipment under the action of a linear load and ring concentrated farce.
     本文应用奇异函数计算真空设备环板在线性荷载和环形集中力作用下的塑性极限荷载。
短句来源
     In this paper, Mises yield condition is applied to analyze the ultimate load of circular plates with simply supported edges under linear load and uniform load, different trial functions are selected and the range of change of ultimate load is given out.
     应用Mises屈服条件分析简支圆板在线性荷载和均布荷载共同作用下的极限荷载,并选择不同的试函数,给出极限荷载的变化范围.
短句来源
     Based on nonlinear load transfer function to pile-side soil linear load transfer function to pile-soil,considering influence of sharing load of the pile-side soil on load transfer law of piles,and using the transfer matrix method of increment load and the approximate solution method-district method of differential equation, a set of approximate analytical formulas of nonlinear interaction for the flexible pile and soil are derived under rigidity bearing platform.
     对桩侧土采用非线性荷载传递函数,对桩端土采用线性荷载传递函数,同时考虑桩周土所分担的荷载对单桩荷载传递规律的影响,利用增量荷载传递矩阵法及微分方程的近似解法--子域法,推出了刚性承台下柔性桩与地基非线性相互作用的近似解析算式。
短句来源
更多       
  linear loads
     Applying Weighted Residual Method and Mises Yield Condition to Solve the Limit Loads of Built in Circular Plates Under the Action of Linear Loads
     求固支圆板在线性荷载作用下的极限荷载用加权余量法和Mises屈服条件
短句来源
     The present Paper,based on a study of the Simple cross beams under different loads and varied boundary conditions,analysizes the conditions of the joints between the section of beam,to draw a formula which makes it possible for the computer to calculate the continuous beam flexivity under linear loads.
     本文用最小二乘法研究各种荷载及边界条件的单跨梁弯曲的基础上,分析了每跨梁之间连续处的连续条件,由此导出便于上机计算的受线性荷载的连续梁挠度公式。
短句来源
     In this paper, we apply weighted residual method and mises yield condition to solve the limit loads of built in circular plates under the action of linear loads.
     用加权余量法求承受线性荷载作用的固支圆板在Mises屈服条件下的极限荷载.
短句来源
     According to two different distributing forms of linear loads, we choose different tried functions respectively, obtaining basically the same limit loads, and the result is relatively rational.
     针对 2种不同分布形式的线性荷载,分别选择不同的试函数,求出了基本相同的极限荷载,且结果较合理.
短句来源
     By applying Mises yield criteria, the limit loads of clamped supported annular plate under linear loads are investigated.
     应用Mises屈服条件分析外边界固支环板在线性荷载作用下的极限荷载.
短句来源
  linearly load
     Research of Calculating Method on the Plastic Limit Analysis of Annular Plates under Linearly Load
     环板在局部线性荷载作用下的塑性极限分析的计算方法探讨
短句来源
  “线性荷载”译为未确定词的双语例句
     Solution to limit loads of clamped supported annular plate
     线性荷载作用下外固支环板的极限荷载分析
短句来源
     Limit load for simply supported annular plate on inner boundary by using Mises yield condition
     用Mises屈服条件求内边界简支环板在线性荷载作用下的极限荷载
短句来源
     The calculated results are compared with elastic buckling of Ref. [1], the limitedwidth of this paper is reduced approximately 10%. Therefore, this result may beprovide theoretical basis for the revision of the specification of steel structure design.
     本文根据文献〔1〕、〔2〕对四边简支薄板在单向非均匀分布线性荷载作用下的弹-塑性屈曲问题进行了分析,并与文献〔3〕有关弹性薄板屈曲的结果作了比较,在同样的屈曲应力下,前者的有限宽度比较后者降低约10%,为今后修订钢结构设计规范提供了理论依据。
短句来源
     This paper gives two kinds of calculation method of crisscross wall strip foundation crossing.
     在条形基础计算中 ,容易忽略纵横墙交接处 ,部分基础面积上荷载的重叠 ,这样就可能使基底压力超过地基承载力。 本文提出两种计算方法 ,作为对按线性荷载计算条形基础方法的补充。
短句来源
     This paper discusses the problem of the unsymmetrical bending of rectangular plates with two opposed edges simply supported by the energy method which makes use of the displacement function and gets the deflection approximate function of rectangular plates.
     用能量法讨论对边简支板在线性荷载下的不对称弯曲,引入变量分离的位移函数,求得矩形板的挠度近似函数。
短句来源
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  linear load
Any distribution of connectors along the interface and any linear or non-linear load-slip relationship or partial shear connection for the shear connectors can be handled.
      
We used an opto-electronic system to follow the three-dimensional motion of the joint, and obtained non-linear load/displacement curves according to the primary rotation axis.
      
The resulting ceramic spring displays essentially linear load-deflection characteristics, and can be used at temperatures up to 900 °C without taking a permanent deflection.
      
The equilibrium theory is valid for non-linear load deflection relationships and is applied to linear elastic fracture mechanics, the Hertz test and JIC tests.
      
When damage initiated, a deviation from the linear load-displacement curve was observed.
      
更多          
  linear loads
The third-order approximate analytical solution of the deformation of a shallow conical shell subjected to linear loads is obtained and the characteristic curves of load-deflection on a perturbing point are portrayed.
      
The linearized model of the asymmetrical circuit with linear loads is derived in matrix-vector notation.
      
Parallel active power filter for single- and three-phase non-linear loads
      
A parallel active power filter for non-linear loads, its signal processing unit for single-and three-phase application, control principle and power stages are described.
      
The filter current reference determination method, which provides reduction of the fundamental displacement reactive power and non-active distortion power for variable non-linear loads, is based on the combined analogue and digital signal processing.
      
更多          


The present Paper,based on a study of the Simple cross beams under different loads and varied boundary conditions,analysizes the conditions of the joints between the section of beam,to draw a formula which makes it possible for the computer to calculate the continuous beam flexivity under linear loads.

本文用最小二乘法研究各种荷载及边界条件的单跨梁弯曲的基础上,分析了每跨梁之间连续处的连续条件,由此导出便于上机计算的受线性荷载的连续梁挠度公式。

In this paper, the elastic-pla?ic buckling of simply supported pleteis analysed on the basis of Ref.[1][2]under nonun? from linear uniaxial compression.The calculated results are compared with elastic buckling of Ref.[1], the limitedwidth of this paper is reduced approximately 10%. Therefore, this result may beprovide theoretical basis for the revision of the specification of steel structure design.

本文根据文献〔1〕、〔2〕对四边简支薄板在单向非均匀分布线性荷载作用下的弹-塑性屈曲问题进行了分析,并与文献〔3〕有关弹性薄板屈曲的结果作了比较,在同样的屈曲应力下,前者的有限宽度比较后者降低约10%,为今后修订钢结构设计规范提供了理论依据。

In this paper, a complex shape method is employed in the optimization design of R.C. cantilevr retaining wall. In addition to the load of earth-fill, the loads of complete uniformed distribution,local uniformed distribution, and linearly concentration are taken into consideration. In order to guarantee the engineering practicality of presented method, all constraints are programmed according to the requirement of current design code for R.C. structure, and the minimization of total cost of the retaining wall...

In this paper, a complex shape method is employed in the optimization design of R.C. cantilevr retaining wall. In addition to the load of earth-fill, the loads of complete uniformed distribution,local uniformed distribution, and linearly concentration are taken into consideration. In order to guarantee the engineering practicality of presented method, all constraints are programmed according to the requirement of current design code for R.C. structure, and the minimization of total cost of the retaining wall is chosen as an objective function. On the basis of above mentioned, a microcomputer program GHDC-87 is devoloped. Compared with the conventional design method, the cost of R.C. cantilever retanining wall can be reduced about 10% when the proposed method is used.

本文采用复合形法对钢筋砼悬臂式挡土墙进行优化设计,除考虑了填土的作用外,还考虑了土体表面具有满布均布荷载、局部均布荷载以及集中线性荷载的各种情形。全部约束均按现行规范的要求列出,并取挡土墙的总造价为目标函数。在此基础上编制了微电子计算机程序GHDC-87,与传统的设计法相比,采用本设计法一般可降低造价10%左右。

 
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