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layered elastic
相关语句
  层状弹性
     Layered elastic medium inversion using genetic algorithm
     用遗传算法反演层状弹性介质
短句来源
     Simultaneous inversion of three parameters in layered elastic medium
     层状弹性介质三参数同时反演
短句来源
     Analysis of Layered Elastic Semi-infinite Body Applied on Highway Structure
     层状弹性半无限体理论在道路结构中的适用性分析
短句来源
     DEFORMATION OF A LAYERED ELASTIC SYSTEM BY GENERAL SURFACE LOADS
     一般表载作用下的层状弹性系统的变形
短句来源
     In this paper, the model of transversely isotropic layered elastic media was used to simulate the soil ground on halfspace.
     本文采用横观各向同性层状弹性模型,模拟半空间上的层状场地,用阻尼器模拟透射边界代替半空间以吸收能量。
短句来源
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  层弹性
     A Matrix Analysis Method for Calculating Integral Constants of Multiple Layered Elastic System
     多层弹性体系力学分析中积分常数计算的矩阵分析法
短句来源
     Calculation of a N—Layered Elastic System Under the Action of Multiple Rotating—Horizoutal Loads Distributed on the Circular Areas
     N层弹性体系在多圆旋转水平荷载作用下的力学计算
短句来源
     The tunica adventitia contained the large, longitudinally layered elastic fibers.
     三层弹性组织之间借纤维相连而成为一个完整的三维结构整体.
短句来源
     Based on the theory of multi layered elastic half space and applying Mindlin thick plate theory, a new approach for analysis of plate layered soil interaction is presented in this paper.
     基于多层弹性半空间理论 ,采用Mindlin厚板原理 ,进行了厚板与层状地基的共同作用计算。
短句来源
  分层弹性
     AXIAL DYNAMIC RESPONSE ANALYSIS OF PILE FOUNDATION IN LAYERED ELASTIC SOIL UNDER ACTION OF SEISMIC AND SHOCK LOADINGS
     分层弹性地基中桩基础在地震与冲击荷载作用下的轴向动力反应分析
短句来源
     Analysis of Thick Plates on Layered Elastic Foundation by the Boundary Element Method
     用边界元法求解分层弹性地基上的中厚板
短句来源
     Energy variational solution to rectangular plate embedded in layered elastic soil
     分层弹性地基土中嵌埋矩形板的能量变分解
短句来源
     This article uses foundation layered elastic modle which is analogy to the real project, deduces and solves the plate by boundary element method(BEM) and summing in layers method.
     本文选用与实际工程场地特性较为接近的分层弹性地基模型,采用边界元法推导并求解中厚板。
短句来源
     the foundation layered elastic modle has specific physic mean and easy calculatness.
     分层弹性地基模型物理意义较为明确、计算实用、方便。
短句来源
  “layered elastic”译为未确定词的双语例句
     Finite Element Analysis of Rigid Pavement on the Multiple Layered Elastic Foundation
     弹性多层地基上刚性路面板的有限元分析
短句来源
     In the paper, the direct and inverse problems of stress wave equationsfor uniform horizontal layered elastic or visco elastic media are solved bycharacteristics or quasi-characteristics.
     本文利用特征线或拟特征线法,对弹性或粘弹性分层均匀介质模型的应力波方程的正、反问题给出了求解方案,并对不同的分层均匀介质阻抗的设定值及不同的粘性系数做了数值试验。
短句来源
     Mechanical Analysis of Rigid Pavement on Mnltiple Layered Elastic Foundation
     弹性多层地基刚性路面板的力学分析
短句来源
     ONE DIMENSIONAL CONSOLICATION OF LAYERED ELASTIC SOILS UNDER ARBITRARY LOADING
     任意荷载下成层弹性地基的一维固结
短句来源
     The problems of the analysis of the rigid pavement on the multiple layered elastic foundation are studied by semi-analytical infinite layer method.
     本文采用半解析无限层方法,研究了弹性层状地基上刚性路面的计算问题。
短句来源
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  layered elastic
The stress intensity factors in the problem of an interface crack in a periodic two-layered elastic composite subjected to the action of isolated body forces are discussed.
      
Analysis of stress intensity factors in crack problems of periodic two-layered elastic composites
      
The paper deals with surface waves propagating through a periodic two-layered elastic half-space.
      
Surface waves in a periodic two-layered elastic half-space
      
The computation of simple analytical models of surface displacements and gravity changes in layered elastic-gravitational medium and in an elastic half-space with point source of heat is presented.
      
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On the basis of the studies of the research workers a set of formulas for calculation of stresses, strains and displacements in an n-layered elastic continuous-slip-semicombination system under the action of multiple inward horizontal loads on circular areas is derived and the corresponding computer program is compiled in this paper.

本文在先前工作的基础上,进一步推导了在多圆向心水平荷载作用下,N层弹性连续—滑动半结合体系的力学计算公式,编制了相应的电算程序。

In this paper, a new method which can be used to calculate the seismic waves on theground of a multi-layered elastic half space due to a horizontally propagating vertical faultis proposed. This method consists in that before inversion of the transformed solution of adislocation point source the surface integration of a moving vertical fault is carried out,and then the results of the integration are inversed by means of the Cagniard-de Hoop'smethod to obtain the formulations of the seismic waves. These...

In this paper, a new method which can be used to calculate the seismic waves on theground of a multi-layered elastic half space due to a horizontally propagating vertical faultis proposed. This method consists in that before inversion of the transformed solution of adislocation point source the surface integration of a moving vertical fault is carried out,and then the results of the integration are inversed by means of the Cagniard-de Hoop'smethod to obtain the formulations of the seismic waves. These formulations contain onlysingle integrations, avoiding integrations along the fault surface as is done in classicalmethods. Therefore, by applying the method here presented, the numerical calculations ofthe theoretical seismic waves can be reduced to about 1/4 of the classical methods.

本文提出一种计算由水平向传播的垂直断层引起的层状弹性半空间表面地震波的新方法。这种方法是:在位错点源的拉普拉斯变换解反演之前,先完成垂直移动断层的面积分,然后用Cagniard-de Hoop法反演积分结果,直接获得地震波的表达式。这些表达式仅含单重积分,避免了经典方法中沿断层面的积分。因此,应用本文方法,可使理论地震波的计算量减少为经典方法的四分之一。

For the requirement of engineering practice, a new method for analyzing rigid pavement on the multiple layered foundation is presented in this paper. Based on the elastic thin plate theory and the theory of multiple layered elastic system, as well as the Hankel integral transformation, the formulas for calculating stresses, strains and displacements in the plate and the layered foundation under an axisymm-etrical circular uniform vertical load are developed in this paper. This method has been programmed...

For the requirement of engineering practice, a new method for analyzing rigid pavement on the multiple layered foundation is presented in this paper. Based on the elastic thin plate theory and the theory of multiple layered elastic system, as well as the Hankel integral transformation, the formulas for calculating stresses, strains and displacements in the plate and the layered foundation under an axisymm-etrical circular uniform vertical load are developed in this paper. This method has been programmed for DPS-8 computer in the computing center, Nanjing Institute of Technology. The method presented in this paper can be used to design rigid pavement with n layered foundation in highway and airport engineering, as well as to analyze the operating conditions of the foundation under the rigid pavement, and hence to investigate the design method of the layered fonudation under the rigid pavement.

本文根据工程实践的需要,提出了多层弹性地基刚性路面板的力学分析方法。该方法以弹性薄板理论与弹性层状体系理论为基础,通过汉克尔积分变换,推导了由于轴对称圆形均布垂直荷载所引起的板内应力以及层状地基内各个层次的应力与位移计算公式。该方法已编制成计算机程序,在南京工学院计算中心的DPS—8计算机上应用。得到了满意的结果。本文提出的方法,可以直接用于多层地基的刚性路面或机场道面的设计,也可用于分析刚性路面下基层的工作状态,从而研究刚性路面下基层的计算方法。

 
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