等价线性弹性模型,equivalent linear elastic model
1)equivalent linear elastic model等价线性弹性模型
2)equivalent viscous-elastic model等价粘弹性模型
1.Theequivalent viscous-elastic model was used to calculate and analyze 2D seismic responses of the Mengyejiang Concrete Faced Rockfill Dam under the conditions of earthquake peak acceleration of 0.采用等价粘弹性模型,对勐野江面板堆石坝进行了地震峰值加速度为0。
3)equivalent linear spring model等效线性弹簧模型
1.The axial stiffness and radial stiffness of the bearing under both axial force and radial force are derived firstly,then anequivalent linear spring model is established so that the axial force and radial force of the bearing under random vibration can be iteratively obtained using the spectrum analysis of ANSYS.推导轴承在轴向力和径向力联合作用下的轴向刚度和径向刚度,建立轴承的等效线性弹簧模型,并利用ANSYS的谱分析迭代求取轴承在随机振动下的轴向力和径向力,将径向当量静载荷和轴向载荷分别与径向基本额度静载荷和极限轴向载荷比较,分析其安全性。
4)linear elastic model线弹性模型
5)Equivalent viscoelastic model等效粘弹性模型
6)equivalent elastic slab model等效弹性板模型
1.Based on the Mori-Tanaka method,anequivalent elastic slab model adapted to multi-ribbed slab wall is established,and anti-lateral rigidity of orthotropic equivalent elastic slab is deduced by theory of elasticity.以Mori-Tanaka的方法为基础,建立了适用于密肋复合墙体的等效弹性板模型,并利用弹性力学对各向异性等效弹性板的抗侧刚度进行了推导。
英文短句/例句
1.Study of an equivalent elastic composite slab model in multi-ribbed slab wall密肋复合墙体复合材料等效弹性板模型研究
2.Prediction of Equivalent Elastic Properties of Asphalt Mixture with Lattice Model利用格形模型预测沥青混合料的等效弹性性质
3.Equivalent Nonlocal Medium of Two-Dimensional Phononic Crystals;二维声子晶体的等效非局部弹性介质模型
4.Research on Equivalent Models of the Mechanical Function for Aluminium Honeycomb Sandwich Panel;铝蜂窝夹层板的力学性能等效模型研究
5.Finite Element Analysis for the Equivalent Elastic Modulus of Cellular Material with Regular Cell Structure基于规则孔型的多孔结构材料等效弹性模量的有限元分析
6.The equivalent elastic modulus was deduced by comprehensive considering deflection and elastic modulus.通过综合考虑挠度引起弹性模量和弹性伸长引起弹性模量推导出等效弹性模量。
7.Forecasting model of the elasticity modulus of the aligned bamboo-wood composite panel定向竹木复合板表观弹性模量预测模型的构建
8.Analysis of Hydroelastic Responses of Very Large Floating Structure by Use of Sandwich Grillage Model.;超大型浮体结构水弹性响应的梁板模型分析
9.Analysis of Hydroelastic Responses of Very Large Floating Structure (VLFS) by Use of Plate Model;超大型浮体结构水弹性响应的板模型分析
10.Equivalent laminates model for stiffened panel global buckling analysis加筋板总体失稳分析的等效层合板模型
11.Equivalent design of aeroelastic model for a long-span suspension bridge with truss stiffening girder大跨度桁式加劲梁悬索桥气弹模型等效设计
12.Study on the Static Model of Flexible Joints of Springs Beam板（杆）弹簧骨架柔性关节的静态模型研究
13.Calculation model and nonlinear static analysis for muliti-ribbed slab structure密肋壁板结构计算模型及静力弹塑性反应分析
14.Prediction model of ground subsidence base on elastic plate in irregular underground excavating基于弹性薄板的不规则采动地表沉陷预计模型
15.Identification for effective module of MICE coupling magnetMICE超导耦合磁体线圈等效弹性模量辨识
16.Equivalent Model of Electromagnetic Wave Radiated from Corona Discharge between Needle-Plate Electrodes in Loop Circuit针—板电极电晕放电辐射电磁波的等效模型
17.STUDY ON RIGID FRAME-EQUIVALENT BRACE MODEL OF MULTI-RIBBED SLAB STRUCTURE密肋壁板结构刚架-等效斜撑计算模型研究
18.A DYNAMIC BENDING MODEL FOR LARGE DEFLECTION OF INCOMPRESSIBLE SATURATED ORTHOTROPIC POROELASTIC PLATES饱和不可压正交各向异性多孔弹性大挠度板的动力弯曲模型
相关短句/例句
equivalent viscous-elastic model等价粘弹性模型
1.Theequivalent viscous-elastic model was used to calculate and analyze 2D seismic responses of the Mengyejiang Concrete Faced Rockfill Dam under the conditions of earthquake peak acceleration of 0.采用等价粘弹性模型,对勐野江面板堆石坝进行了地震峰值加速度为0。
3)equivalent linear spring model等效线性弹簧模型
1.The axial stiffness and radial stiffness of the bearing under both axial force and radial force are derived firstly,then anequivalent linear spring model is established so that the axial force and radial force of the bearing under random vibration can be iteratively obtained using the spectrum analysis of ANSYS.推导轴承在轴向力和径向力联合作用下的轴向刚度和径向刚度,建立轴承的等效线性弹簧模型,并利用ANSYS的谱分析迭代求取轴承在随机振动下的轴向力和径向力,将径向当量静载荷和轴向载荷分别与径向基本额度静载荷和极限轴向载荷比较,分析其安全性。
4)linear elastic model线弹性模型
5)Equivalent viscoelastic model等效粘弹性模型
6)equivalent elastic slab model等效弹性板模型
1.Based on the Mori-Tanaka method,anequivalent elastic slab model adapted to multi-ribbed slab wall is established,and anti-lateral rigidity of orthotropic equivalent elastic slab is deduced by theory of elasticity.以Mori-Tanaka的方法为基础,建立了适用于密肋复合墙体的等效弹性板模型,并利用弹性力学对各向异性等效弹性板的抗侧刚度进行了推导。
延伸阅读
等价等价equmrience等价[剑两钧山”沈:，K，二a二e盯。ocT‘]集合X上的具有下列性质的二元关系(binary rela-tion)R任XxX二l)对任意x:义只义(自反性(代倪xi访ty));2)义RJ，冷夕撇(对称性(s yrnrnetry”;3)x脚八y几冷x几(传递性(。双瑙迈讨ty夕).如果f是集合X到集合y内的映射，则关系R“{(x，，习二fx、二久}是一等价关系.对任意y任X，所有与y等价的x组成的集合U任X称为是y的等价类(闪比讼1日篮笼cla铝).任意两个等价类要么不相交，要么重合，也就是说，任意一个等价关系定义了X的一个分划，反之亦然.B.H.rp“吐山时撰张锦文、赵希顺译
