1)elastic space弹性空间
英文短句/例句
1.Literariness: a Multidimensional Space with Flexibility;“文学性”:多个维度构建的弹性空间
2.This text puts forward the concept of the flexibility space design,and tries to make spatial design in indoors more humanized.本文提出弹性空间设计的概念,力求使室内空间的设计更加人性化。
3.Elastic buckling analysis of large span reticulated shell structures大跨度空间网壳结构弹性稳定性计算
4.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
5.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
6.Establish the Basic Platform of Discipline and Construct the Space of Flexible Development;构建学科基础平台 营造弹性发展空间
7.Flexible Spatial Design Strategy of Large Sports Venues大型体育场馆空间弹性设计对策研究
8.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
9.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
10.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
11.The Research in the Problem of Spatial Elastic Instability Thin-wall Bar变分法在薄壁杆件空间弹性失稳问题中的研究
12.Curvature Displacement Relationship for an Elastic Curved Bar in Three Dimensional Deformations空间弹性曲杆在三维变形中的曲率-位移关系
13.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
14.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
15.The Elasticity Time-history Reliability Analysisty of RC Spacial Frame Structures;钢筋混凝土空间框架结构弹性时程可靠度分析
16.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
17.Elastic Dynamic Time-history Analysis of Non-classically Damping 3-Dimendion Structures;非比例阻尼空间结构弹性动力有限元时程分析
18.The State Vector Method of Multi-Layered Magneto-electro-elastic Media;层状压电压磁弹性材料空间问题的状态变量法
相关短句/例句
flexible space弹性空间
1.The combination of imagery and symbolism determines a vast and flexible space for imagery itself.意象和象征的联姻 ,决定了它的弹性空间是极为广阔的。
3)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
4)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。
5)clear spaces flexibility功能性弹性空间
6)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。
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
