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弹性层
相关语句
  elastic layer
     Point Force Solution for a Transversely Isotropic Elastic Layer
     横观各向同性弹性层点力解
短句来源
     A Modal Analysis on Plane Wave in Elastic Layer above Rigid Half-space
     刚性半空间上的弹性层中的平面波模态分析
短句来源
     FORWARD RESEARCHES ON THE REFLECTION COEFFICIENT OF THE ELASTIC LAYER SYSTEM
     弹性层系的反射系数正演
短句来源
     Modelling coculation state between layers by means of a elastic layer, authers approach compliance and G 1 of delamination in ELS and ENF of composite.
     采用层间结合的弹性层模型,讨论层间结合状态对ELS和ENF试样柔度与层间裂纹扩展力计算值G_1的影响。
短句来源
     Dynamic Response of Elastic Layer on Stiff Foundation under Time Harmonic Surface Vertical Concentrated Load
     刚性基础上的弹性层在表面垂直集中简谐载荷作用下的动力响应
短句来源
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  elastic soil layer
     STEADY STATE RESPONSE OF ELASTIC SOIL LAYER AND SATURATED LAYERED HALF-SPACE
     弹性层和饱和半空间体系稳定动力响应
短句来源
  elastic layers
     Computation of Foundation Beams on Elastic Layers of Finite Depth
     有限深弹性层上基础梁的计算
短句来源
     The Layer Subsmatrix Inverse Method Applied to Half Plane Orthotropic Elastic Layers
     半平面正交各向异性弹性层矩阵回代法
短句来源
     The model consists of a number of elastic layers, in which the distributions of stress and strain are assumed.
     该模型是Vlazov模型的延伸和发展,由一系列的弹性层组成,对每一层的应力应变分布做了一定的假设。
短句来源
     In the structure of LDSP, metal elastic layers provide mechanical intensity and elastic damping layers consume vibration energy.
     阻尼复合板的基本构造方式一般由金属弹性层并加筋处理提供构件所需要的机械强度,由多层板组成的弹性阻尼层尽可能多地耗散振动能。
短句来源
     The model consists of a number of elastic layers, in which the distributions of stress and strain were assumed.
     该模型由一系列的弹性层组成,并对每一层中应力应变分布做了假设。
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  “弹性层”译为未确定词的双语例句
     PROPAGATION OF SH WAVE IN ANISOTROPIC MEDIUM AND THE SOLUTION BY BOUNDARY ELEMENT METHOD
     各向异性弹性层中SH波传播的边界元方法
短句来源
     Scattering of Elastic Waves Caused by an Interface Crack in a Layered Half Space. Far Field Surface Displacement in the Layer
     加层半空间交界裂纹的弹性波散射—弹性层表面位移的远场研究
短句来源
     THE VERTICAL VIBRATION OF AN ELASTIC FOUNDATION ON ELASTIC SOILS WITH SATURATED SUBSTRATUM
     上覆单相弹性层饱和地基上弹性基础的竖向振动分析
短句来源
     The Contact Analysis of the Steel Roller Coated With Elastic Strip
     覆盖薄弹性层钢辊的接触分析
短句来源
     On the basis of total 822 heat flow measurement in the continental area of China, the deep geothermal characteristics of lithosphere of the major tectonic units was studied, which includes the temperature at 40 km depth, the thickness of thermal lithosphere, the cumulated strength and effective elastic thickness (EET) of lithosphere and so on.
     根据中国大陆 82 2个实测热流数据 ,研究了中国大陆主要构造单元的深部地热特征 ,包括 40km深度的地温值、热岩石圈厚度、岩石圈累积强度和有效弹性层厚度 (EET)等 .
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  elastic layer
The paper considers one of simple engineering models--an isotropic elastic layer lying on a rigid base where a wave is driven by a vertical periodic load applied to the surface.
      
Reconstruction of small cavities in an elastic layer
      
The amplitude-frequency characteristics of the vibrations of the surface of a free elastic layer are determined.
      
Studying the spectrum of surface displacements of an elastic layer is of interest owing to the necessity of discriminating modal components of the wave field [1] and as one of possible methods for determining some of the parameters of a material.
      
überall for a model of a liquid layer overlying a liquid halfspace is extended to a model of an elastic layer overlying an elastic halfspace.
      
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  elastic layers
Studying the dynamics of a packet of elastic layers containing hard inclusions
      
We explore the effect of residual stresses on debonding with particular attention to the relationship between the stress state in both ductile and elastic layers and the resulting macroscopic debond energy.
      
Surface deformation and gravity changes caused by dilatancy with magmatic intrusion (Mogi model) in two elastic layers overlying a Maxwell viscoelastic half space were systematically studied.
      
Analysis of elastic layers with dilative eigenstrains varying through the thickness
      
Elastic layers with varying dilative eigenstrains through the thickness were concerned.
      
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In this paper three displacement functions in Fourier integral form are developed by means of Hu Hai-Chang's general solution of transversely isotropic elasticity. An investigation in the general theory of equilibrium of transversely isotropic elastic layers is made and expressions of normal pressures on the surface of smooth and rough rigid foundations are given, a numerical calculation has worked out. As the limiting eases, these expressions give the solution of isotropic elastic layers. In the paper the equilibrium...

In this paper three displacement functions in Fourier integral form are developed by means of Hu Hai-Chang's general solution of transversely isotropic elasticity. An investigation in the general theory of equilibrium of transversely isotropic elastic layers is made and expressions of normal pressures on the surface of smooth and rough rigid foundations are given, a numerical calculation has worked out. As the limiting eases, these expressions give the solution of isotropic elastic layers. In the paper the equilibrium of elastic multilayers is also discussed.

本文利用文献[16]中的通解,将位移函数表示成Fourier积分形式,进而研究了横观各向同性弹性层平衡的一般理论,给出了在光滑刚性基岩表面上与粗糙刚性基岩表面上的法向压力的表示式,并进行了数值计算。在极限情形,这些表示式给出各向同性弹性层的解。还研究了多层弹性层的平衡。

The thickness and the material characteristic parameters of a thin elastic strip coated on a steel roller affect the distribution of the stresses and the micro-slip in the contact surfaces of the rollers. The effect is studied in this paper. Based on the elastic theory, a set of matching equation of the contact displacements is solved by the trial and error method. A program has been written in FORTRAN. As a result, in the free rolling with no-slip, the normal pressure is symmetric about the center of the contact...

The thickness and the material characteristic parameters of a thin elastic strip coated on a steel roller affect the distribution of the stresses and the micro-slip in the contact surfaces of the rollers. The effect is studied in this paper. Based on the elastic theory, a set of matching equation of the contact displacements is solved by the trial and error method. A program has been written in FORTRAN. As a result, in the free rolling with no-slip, the normal pressure is symmetric about the center of the contact width, but the shear stress is antisymmetric when the thickness and the characteristic parameters change, the shear stress changes not only in amount but also in direction. In free rolling with micro-slip and in tractive rolling, there are three slip regions within the contact width, they change with the increment of tractive force.

本文研究覆盖在一个钢辊上薄弹性层的厚度、材料性质对辊柱间接触面的应力分布和微小滑移的影响。基于弹性理论,以试凑法求解一组接触面间位移的协调方程。并用FORTRAN语言编写了计算程序,计算表明在无滑移的自由辊压条件下,法向应力沿接触长度与中心对称,而切应力呈反对称。随着厚度和弹性性质的变化,切应力不仅大小而且方向也发生变化。在有微小滑移的自由辊压和受拖动辊压时,沿接触长度存在三个滑移区,并随拖动力的增加而变化。

This paper covers three parts.1. A study is made on the reliability and applicability of existing simplified methods available for computing elastoplastic story drift responses of multistory structures subjected to earthquake motions.2.Based on a large number of calculated results of elastopiastic story drift, it concludes that among the three factors, mass, rigidity and yield shear strength, the yield shear strength and its distribution along the height of structure is the principal factor affecting the value...

This paper covers three parts.1. A study is made on the reliability and applicability of existing simplified methods available for computing elastoplastic story drift responses of multistory structures subjected to earthquake motions.2.Based on a large number of calculated results of elastopiastic story drift, it concludes that among the three factors, mass, rigidity and yield shear strength, the yield shear strength and its distribution along the height of structure is the principal factor affecting the value of story drift.3.A simplified formula for the maximum elastoplastic drift response of a multistory uniform shear type structure subjected to earthquakes is presented.The possible concentration of plastic deformation at weaker stories of a non-uniform structure and the so called "standard allocation of yield shear strength" to uniformize the story drifts along the height of structure are discussed.

本文首先对国外现有几种结构弹塑性地震位移反应简化计算方法进行了比较与评述。然后通过算例分析,指出在多层剪切型结构的质量、刚度和屈服抗剪强度三个因素中,屈服强度及其沿高的分布是影响结构弹塑性层间位移的关键因素。在此基础上,通过统计分析,提出了多层均匀结构弹塑性最大层间位移与相应的弹性层间位移之间关系的简化公式。最后对结构的不均匀性可能造成的层间塑性变形集中及屈服强度沿高度的标准分布进行了一些讨论。

 
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