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In the existing buckling analysis of drill stem in horizontal condition,the drill stem is thought of as an even rod with equal diameter and sticked on the below wall of well on the action of deadweight,so it was simplified as simply supported beam compressed axially and supported evenly along its length by well wall.

在现有的水平状态下钻柱屈曲研究中,一般把钻柱看作均匀的等直径杆,认为钻柱在其自重的作用下,紧贴下井壁,因而通常把水平状态下的钻柱简化为在整个长度上受到井壁均匀支承的轴向受压的简支梁。

What I need to translate is something from external space:"This is based on consideration of initial imperfection…in first period, as non-lineal mode…by Euler formula…approximately buckling stress…"

最近的一次会议气氛很紧张,我要翻译的第一句话是这样的(我只记住了我能想象出怎么写出汉字的)"这是考虑了初始缺陷***,在第一间***,按非线性模态***,根据欧拉公式***,得出的大致的屈曲应力***…"。

Firstly, the author establish the functions of stability on the basis of the spline function method ,according to the theory of geometrical nonlinear and the theory of stability, educe the stability equation of structure based on variational principle, then carry through the flexuosity analysis of CFST arch.The big distortion geometrical nonlinear was considered by the stability equation,the author simplified the problem of geometrical nonlinear through ignored quadratic term and reserve the simple term, at last boiled down to solve the linear stability equation of eigenvalue .

利用样条函数方法、根据几何非线性变形理论和结构稳定性理论,先建立起结构稳定的泛函,再由变分原理导出结构的稳定方程,进行钢管混凝土拱屈曲分析;本文所建立的稳定方程考虑了几何非线性的大变形效应,通过忽略几何非线性的二次项,保留一次项,将几何非线性问题简化,最后归结为求解线性稳定问题的特征值稳定方程,建立了结构非线性静力稳定性问题的新算法及失稳类型判别准则。

The main research contents are stated asfollow: 1. Simplified analysis method of space grids structuresDouble-layer space grids have been assumed as sandwich plate, and are analyzed bythe nontraditional theory of plate with consideration of shear deformation and threegeneralized displacements. Using the theory of energy variation, simplified methodsfor bending, stability and vibration analysis of double-layer space grids have been putforward based upon the idea of split rigidity. The formulas for calculating internalforces, displacements, critical load and natural frequency have been given out. Set thestable cables and bearing cables in hyperbolic paraboloid cable nets are all replaced bytruss-cable to form truss-cable nets structures. Natural vibration analysis method fortruss-cable nets structures has been put forward using the energy variation method andRayleigh method.

主要内容包括: 1、空间网格结构静动力简化分析方法把网架结构简化为夹层板,采用考虑剪切变形的具有三个广义位移的平板弯曲理论进行分析,基于分解刚度思想利用能量变分原理提出了网架结构弯曲、稳定与振动分析的简化计算方法,给出了位移、内力、屈曲临界荷载和固有频率的计算公式;将双曲抛物面索网中的稳定索与承重索均用劲性索代替形成劲性索网结构,基于能量变分法和Rayleigh法给出了劲性索网结构固有振动分析的简化计算公式。

Facet joints oriented parallel to the sagittal plane provide substantial resistance to axial rotation but minimal resistance to shearing forces, whereas joints oriented more in a coronal plane tend to protect against flexion and shearing forces but provide minimal protection against rotation fig.

小关节朝向趋于矢状位可以限制脊柱的轴向旋转但是减少了对剪应力的限制。而趋于水平的小关节可以更好的保护屈曲和剪切下的应力,但对旋转的抵抗力降低(图3)。

In the example, the critical remote strain and the buckling configuration for different length-to-thickness ratios of delaminating are given.

用Mathematica编程进行算例分析,给出了不同电极脱层长厚比的临界应变载荷和脱层的屈曲形状,研究了压电体的机电耦合效应对临界载荷的影响。

The MEMS device determines the location of the mover by determining the capacitance between mover electrodes located on the coupling blocks of the flexures and counter electrodes located on an adjacent layer.

该MEMS装置(10)通过测定安置在该屈曲部分(80)的耦合块(100)上的动子电极(102)与安置在相邻层(20,30)上的相反电极(92)之间的电容来测定该动子(50)的位置。

Flexing with the Xtensor between gaming sessions will make your reaction-times much quicker, and will mean no cramping hands after all-night fragging sessions.

屈曲与在赌博会议之间的Xtensor不会使您的反应时间更快和在整夜fragging的会议以后意味抽筋的手。

Based on the results of the study, the angle of the lip stiffener has great effects on the buckling coefficients of inclined lipped flange, and cannot be neglected in calculating buckling strengths of inclined lipped Z-section purlins.

用规范中提供的截面来验证该公式的合理性,结果表明:当卷边角度在40°—90°的范围内时,误差在3%以内,可以满足实际设计要求,并能够推广应用于计算常用斜卷边Z形檩条的翼缘屈曲系数。

Shoulder angle in sagittal view was increase sustained, but elbow angle in sagittal view was from increase to decrease in second pull phase of snatch. This result indicated that the upper arm was leaving forward the trunk, and the movement of elbow was from extention to flexion, in second pull phase of snatch.

肩关节矢状面角度在发力过程中持续增加时,肘关节矢状面角度则是先增加而后减少,这意谓著参与者的上臂在发力的过程中是有向前逐渐偏离躯干的情况产生,并且肘部的动作是先伸展而后屈曲。

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