1)elastic half-space弹性半空间
1.Dynamic response of initially stressed moderately thick rectangular plates on elastic half-space foundations;弹性半空间地基上四边自由中厚矩形板的动力响应
2.Analytic solution of non-axisymmetric problems in transversely isotropic elastic half-space;横观各向同性弹性半空间非轴对称问题解析解
3.The analysis series to general bending of circular plates on elastic half-space;弹性半空间上圆板的弯曲分析
英文短句/例句
1.Infinite Element Dynamic Property Analysis of Elastic Half-space Foundation;弹性半空间地基无限元动力特性分析
2.Settlement Analysis for Pile Groups in Elastic Layer Soils;层状弹性半空间中群桩基础沉降分析
3.The Bending Problems of Circular Plate on Transversal Isotropic Elastic Half-space横观各向同性弹性半空间地基上圆板的弯曲
4.Scattering of Rayleigh wave from irregular obstacles in elastic half-space弹性半空间不规则异质体引起的瑞利波散射
5.The Bending of Thick Rectangular Plates with Four Free Edges on the Elastic Half-space Foundation;弹性半空间地基上四边自由矩形厚板的弯曲
6.The Dispersion of Circled Heave in the Half Elastic Space by SH Wave;弹性半空间含圆形孔洞凸起对SH波的散射
7.Virtual Inversion of Vibration Source on Surface of Single Soil Layer Overlaid on Elastic Half-Space;弹性半空间单一覆盖层表面振源的虚拟反演
8.The Bending and Vibration of Orthotropic Rectangular Thin Plates on an Elastic Half-space弹性半空间地基上正交各向异性矩形板的静动力分析
9.VERTICAL SURFACE DISPLACEMENT OF AN ELASTIC HALF SPACE UNDER DYNAMIC LOADING OF STATIC RIGID DISTRIBUTION静刚性分布脉冲荷载下弹性半空间表面竖向位移
10.SEISMIC WAVES IN A MULTI-LAYERED ELASTIC HALF SPACE DUE TO A HORIZONTALLY PROPAGATING VERTICAL FAULT层状弹性半空间中水平向传播垂直断层引起的地震波
11.Displacement Calculations for a Vertical Rectangle Subjected to Horizontal Loading in an Elastic Half-Space弹性半空间内竖向矩形面上作用均布水平力的位移计算
12.Study on Theory of Elastic Half-Space for Soil-Foundation Dynamic Interaction;土与基础结构静、动力相互作用的弹性半空间理论
13.Study on Theory of Saturated Elastic Half-Space for Soil-Foundation Dynamic Interaction;土与基础结构动力相互作用的饱和弹性半空间理论
14.Variational Solutions of the Moderately Thick Rectangular Plates with Four Edges Free on the Elastic Half-space Foundation;弹性半空间地基上四边自由矩形中厚板的变分解
15.Forced Vibration of Initially Stressed Reissner-Mindlin Plates with Free Edges Resting on Elastic Half-Space Foundation;弹性半空间地基上四边自由预应力中厚矩形板的动力响应分析
16.Displacement Field Due to a Moving Load on Euler Beam Resting on an Elastic Half-Space;弹性半空间上欧拉梁表面移动荷载引起的位移场
17.DYNAMIC RESPONSE OF INITIALLY STRESSED MODERATELY THICK PLATES WITH FOUR FREE EDGES RESTING ON TENSIONLESS ELASTIC HALF-SPACE FOUNDATIONS无拉力弹性半空间地基上预应力四边自由中厚板的动力响应
18.The Numerical Analysis of the Interaction between Rigid Indenter and Elastic-Plastic Half-Space;刚性压头与弹塑性半空间相互作用的数值分析
相关短句/例句
elastic half space弹性半空间
1.Based on Reissner-Mindlin first order shear deformation theory,the free and forced vibration analysis for an initially stressed,moderately thick rectangular plate with four free edges on elastic half space foundation was presented.基于Reissner-Mindlin一阶剪切变形理论,讨论在预加面内机械荷载作用下,弹性半空间地基上四边自由中厚矩形板的横向振动问题。
2.Based on the theory of elastic half space, bi-direction interpolation method together with third-order spline function method is used to calculate the dynami.针对正压冲固平台在波浪和海流作用下动力响应问题,应用Morison方程和Stokes五阶波理论计算波浪和海流合力;基于弹性半空间理论并采用三次样条函数双向插值方法求解基础的动刚度和阻尼;在此基础上采用有限元方法计算该平台的动力响应。
3.An analytic method is developed for the problem of scattering of SH-wave and dynamic stress concentration around a circular cavity near the interface of elastic half space.建立了求解在含有圆形孔洞的弹性半空间中SH波散射与圆形孔洞附近动应力集中问题的解析方法。
3)semi-infinite elastic foundation弹性半空间地基
1.Combined the integral representations for displacements of the semi-infinite elastic foundation subjected to arbitrary vertical dead load with the bending analytic solution of an elastic rectangle plate with four free edges rested on the semi-infinite elastic foundation, an efficient calculating technique for foundation displacements is developed.将弹性半空间地基受任意竖向荷载作用下的静力位移积分变换解与弹性半空间地基上四边自由矩形板受任意竖向荷载作用下的弯曲解析解相结合,建立了求解板下地基位移的一般方法。
2.The method of double Fourier transform was employed in the analysis of the semi-infinite elastic foundation with vertical load.采用双重Fourier变换,分析得到弹性半空间地基受竖向稳态荷载作用下的积分变换解。
3.The integral transform solution of the semi-infinite elastic foundation under vertical steady loading is combined with the analytic solution of an elastic beam with two free ends,which leads to an analytical solution of the beam with two free ends on the semi-infinite elastic foundation.将弹性半空间地基受任意横向荷载作用下的静力位移积分变换解与两端自由梁的弯曲解析解相结合,采用三角级数展开的方法,对地基反力不做任何假设,求得了弹性半空间地基上两端自由梁受任意横向荷载作用下的解析解,包括梁的挠度、弯矩及梁与地基之间的接触反力。
4)saturated poroelastic half-space饱和弹性半空间
1.Basing on Fourier-Bessel series, the dynamic interactions between moderately thick circular plates and transversely isotropic saturated poroelastic half-space are investigated.利用Fourier-Bessel级数,对横观各向同性饱和弹性半空间地基与中厚圆板的动力相互作用问题进行了系统地分析。
5)semi-infinite elastic foundation model弹性半空间模型
6)elastic half-space theory弹性半空间理论
延伸阅读
弹性和滞弹性 弹性 一个物体在外力作用下改变其形状和大小，当外力卸除后物体又可回复到原始的形状和大小；这个特性称为弹性。弹性（英文elastic）一词源于希腊,十七世纪英国科学家玻意耳 (R.Boyle)赋予其科学意义并用到物理学中。弹性是各种工程材料的一项重要的物理性能（或列为力学性能），是材料科学的研究领域之一。固体的弹性理论是介于数学和物理学之间的一个分支学科，是近代力学的基础（见金属力学性能的表征）。 胡克定律 固体弹性的近代理论是从英国胡克（R.Hooke）1660年的拉伸实验开始的,其结论是伸长与力成正比。设一圆柱体横截面积为A,两个端面上施加沿轴向z的均匀拉力F，单位面积上的拉力σz=F/A称为z方向的拉应力,圆柱体原始长度为l0,承受应力后的长度为l,则εz=（l-l0）/l0,称为z方向的应变,胡克定律的数学表达式为
