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    The Plastic Limit Analysis of Annular Plates Supported atOutside Boundary Under Local Linear Load
    外边界支承环板在局部线性分布荷载作用下的塑性极限分析
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    Calculating of the Plastic Limit Load of Ring Plate of Vacuum Equipment
    真空设备环板的塑性极限荷载计算
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    RESEARCH ON VIBRATION LOAD FROM EXCAVATION BLASTING AND ITS INFLUENCE ON STABILITY OF ROCK HIGH-SLOPE
    岩质高边坡开挖爆破震动荷载及其对边坡稳定性影响的研究
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    Load Problems in the Design of Limiting State of Probability
    概率极限状态设计中的荷载问题
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    RANDOM RESPONSE OF BEAM UNDER MOVING RANDOM LOAD IN THE LINE SOURCE FORM
    移动的线源平稳随机荷载激励下梁的随机响应
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  “荷载”译为未确定词的双语例句
    An Approximate Calculation of Seashore High-pill Structure Under Force of Eearthquake and Waves
    海岸高桩码头结构受地震和海浪荷载作用的近似计算
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    FEM Analysis of Bending Vibration of a Pipe Conveying Fluid during Vertical Earthquake
    竖向地震荷载下输液管道弯曲振动的有限元分析
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    ANALYSIS ON LOCAL EFFECT OF PLATE ELEMENT UNDER ARBITRARY EXCITATION
    任意荷载下板单元局部效应分析
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    Local Effect Modification of Triangular Plate Element under Random Excitation
    随机荷载下三角形板单元局部效应修正
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    STUDIES ON INFLUENCE OF DEEP CRACKS ON SLOPE STABILITY ON LEFT BANK OF A HYDROPOWER STATION BY FLAC 3D
    某水电站左岸深裂缝对工程荷载下边坡稳定性影响的FLAC~(3D)分析
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  load
Compounds Ia-Ih were hydrogenated with Pd-C to give IIa-IIh, and their hypoglycemic activity was evaluated with a glucose oxidase kit and insulin load test on normal mice.
      
A complex load shading parameter is set up to describe various load shading schemes.
      
The imaginary part of the load shading parameter describes the states of switches of load shading schemes while the real part is the corresponding amount of shaded load.
      
The procedure to search the operation with the least amount of shaded load for a feeder and a connected domain are detailed.
      
Results of analysis show that the direct load shading scheme under the most balanced topology is not always the optimal scheme.
      
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The self-vibration frequency of artificial supports in an underground opening isone of the most fundamental parameters in the design of shockproof support structures,but this problem has not been entirely resolved yet.There fore 102 blasting tests with17 types of artificial support-structures have been carried out in rock and soil.Theequivalence of T.N.T used in each test varies from 16 to 500Kg.According to the results of spectral analysis of the obtained data,the conclutionsrevealed that the self-vibration...

The self-vibration frequency of artificial supports in an underground opening isone of the most fundamental parameters in the design of shockproof support structures,but this problem has not been entirely resolved yet.There fore 102 blasting tests with17 types of artificial support-structures have been carried out in rock and soil.Theequivalence of T.N.T used in each test varies from 16 to 500Kg.According to the results of spectral analysis of the obtained data,the conclutionsrevealed that the self-vibration frequency of artificial support-structures is 30-60 Hzin soil and 10-90 Hz in rock.

地下巷道(人工)支护的自振频率是抗震支护结构设计的基本参数之一,是目前尚未很好解决的课题。为此,我们在岩石和土层中进行了17种人工支护结构型式的102次爆炸荷载试验,每次使用的 TNT 炸药当量从16公斤到500公斤不等.根据实测的数据谱分析的结果,得到支护结构的自振频率为30~60赫兹(土层中)和10~90赫兹(岩层中)。

This paper is concerned with the calculation of the internal force and deformation present in super tataic continuous beams by way of odd func -tion. Mutation loads acted on such beam; can be desribed in odd function as continuously distributed ones so that the solution of their mechanical analysis will be simplified and done more methodically and therefore easier for practical purpose. In addition to[5],odd functional expressions for locally distributed loao; and uniformly distributedcouples of force are also...

This paper is concerned with the calculation of the internal force and deformation present in super tataic continuous beams by way of odd func -tion. Mutation loads acted on such beam; can be desribed in odd function as continuously distributed ones so that the solution of their mechanical analysis will be simplified and done more methodically and therefore easier for practical purpose. In addition to[5],odd functional expressions for locally distributed loao; and uniformly distributedcouples of force are also given

本文应用奇异函数法求解超静定连续梁的内力和变形问题。通过奇异函数可以把作用于梁上的突变荷载描述成连续分布荷载,使力学问题的求解变得简单、方便,规律性较强,便于掌握和应用。文中在〔5〕的基础上,另外给出局部分布荷载和均布力偶的奇异函数表达式,并且从梁平衡方程的更一般形式(考虑均布力偶作用)出发来求梁的内力。

In this paper,the derivative of δ-function is handled by using the generalized function.The dynamic influence coefficient of thick plates is deduced.Considering that the material of thick plates has hardening behaviour,a dynamic response of elasto- plastic thick plates is analysed by using known elastic solutions.The general express- ions for the dynamic response of elasto-plastic rectangular thick plates subjected arbi- trary loads are given,The numerical results for simply supported rectangular thick plates...

In this paper,the derivative of δ-function is handled by using the generalized function.The dynamic influence coefficient of thick plates is deduced.Considering that the material of thick plates has hardening behaviour,a dynamic response of elasto- plastic thick plates is analysed by using known elastic solutions.The general express- ions for the dynamic response of elasto-plastic rectangular thick plates subjected arbi- trary loads are given,The numerical results for simply supported rectangular thick plates are given herein,The results are compared with those obtained from the impro- ved theory and the classical theory of plates.The method presented in this paper may be extended to the interaction of thick plates with contineous medium.

本文运用广义函数论处理δ函数的导数,推演得到了厚板动力影响系数。考虑厚板材料具有强化行为,利用已知弹性解进行厚板弹塑性动力分析。对任意荷载作用下的矩形厚板的弹塑性动力响应给出解的一般表达式。文中以四边简支矩形板为例给出了数值结果,对按改进理论和经典理论所预示的结果进行了比较。本文方法可以用于厚板与连续介质共同作用的场合。

 
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