粘弹性地基的英文

• viscoelastic foundation

• "粘"英文翻译    glue; stick; paste; adhere t ...
• "弹性"英文翻译    elasticity; resilience; spri ...
• "地基"英文翻译    ground
• "弹性地基" 英文翻译 :    elastic foundation; elaxtic subgrade
• "弹性地基板" 英文翻译 :    elastic foundation plate; elastically supported continuous girder
• "弹性地基梁" 英文翻译 :    beam on elastic foundation; beamonelasticfoundation; elastic foundation beam
• "弹性地基；弹性基础" 英文翻译 :    elastic foundation
• "弹性基椿弹性地基" 英文翻译 :    elastic foundation
• "谈弹性地基梁分析" 英文翻译 :    analysis of beams and slabs on elastic foundation
• "弹性基础梁；弹性地基梁" 英文翻译 :    beam on elastic foundation
• "浅基础谈弹性地基梁（板）分析" 英文翻译 :    analysis of beams and slabs on elastic foundat
• "浅基础谈弹性地基梁分析" 英文翻译 :    analysis of beams and slabs on elastic foundation
• "粘弹性" 英文翻译 :    firmo viscosity; vicoelasticity; visco elasticity; viscoelastic nature; viscous elasticity
• "弹性地" 英文翻译 :    helenite
• "多孔性地基" 英文翻译 :    porous foundation
• "膨胀性地基" 英文翻译 :    swelling ground
• "材料粘弹性" 英文翻译 :    material viscoelasticity
• "触变粘弹性" 英文翻译 :    thixotropic viscoelasticity
• "动态粘弹性" 英文翻译 :    dynamic viscoelasticity
• "二阶粘弹性" 英文翻译 :    second order viscoelasticity
• "光粘弹性" 英文翻译 :    photoviiscoelasticity; photoviscoelasticity
• "界面粘弹性" 英文翻译 :    interfacial viscoelasticity
• "热粘弹性" 英文翻译 :    thermoviscoelasticity
• "生物粘弹性" 英文翻译 :    bioviscoelasticity; bioviscolelasticity; biparamid
• "体积粘弹性" 英文翻译 :    bulk viscoelasticity

• Two matlab programs are provided to get the numerical results . calculating examples are presented to illustrate the important role of viscosity of foundation in limiting the development of deflection
  并编制计算程序，求出数值解；对比弹性和粘弹性地基上矩形板的挠度解，指出地基粘性效应限制地基冲击挠度的发展。
• Furthermore , the analytical solution for the lateral vibration of single pile embedded in layered soils was obtained , and the influence of the shear deformation on the lateral dynamic response was examined
  在此基础上，进一步得到了成层粘弹性地基中考虑桩体剪切变形的单桩水平振动解析解，并分析了桩基剪切变形对水平动力响应的影响。
• Based on the transform of coordinate and principle of superposition , a generalized integral formula dealing with moving load problem is established . an impulse response function used in the integral is obtained by means of laplace and hankel transform
  在论文中，基于线性系统的叠加原理和坐标变换，建立了求解移动荷载作用下粘弹性地基板的动力响应积分公式，把运动荷载问题转化为获取位移脉冲响应函数。
• In the present , the models used widely are two kinds : the continuous model . the continuous model is supported by " smearing out " the discrete support along the track . giving a continuous viscoelastic foundation and a continuous layer represent sleepers
  目前所使用的计算模型主要分为两种：一种为连续型模型：将沿轨道方向的离散支撑连续化，将枕木模拟为刚体或为有均布质量和刚度的梁，使枕木成为粘弹性地基上的连续层。
• Novak layer method is introduced to obtain the vertical dynamic impedances of both an end - bearing pile and a floating pile in a homogenous stratum . and the vertical dynamic impedances of single pile are analyzed in homogenous elastic soil , inhomogenous viscoelastic soil homogenous viscoelastic soil . at the same time , the factors to influence the impedances of single pile are examined
  本论文采用novak薄层法，推导了在均质地基中，端承单桩和摩擦单桩的动阻抗；并全面分析和对比了均质弹性、均质粘弹性和非均质粘弹性地基模型中的单桩的动力阻抗，考察了各种因素对单桩动力阻抗的影响程度。
• And gave priority to the eular - bernonulli beam model , the simply and convenient analytical resolution for the response of the pipelines under dynamical traffic loads through the impulse function and the congruence method of the vibration form and so on . during the analysis of the chanmical results of the pipelines , the randomicity of the output of the pipelines response was taken into accout . so the stochastic process method was applied to describe the probability characters of the pipelines response , which made the results truer , more veracious
  本文采用eular - bernonulli梁模型和tomosimko梁模型对动力下kelvin粘弹性地基中管道固有振动性状进行了分析，提出了各力学结果描述的解析式；并以eular - bernonulli梁模型为主，基于脉冲函数、振型迭加法等对管道在动力交通荷载作用下的管道响应问题提出简单便捷的解析算法；在管道受力结果的分析中，考虑管道响应输出的随机性，将管道响应用随机过程来描述其概率特征，使得结果描述更加真实准确。
• The beam - on - dynamic - winkler - foundation ( bdwf ) model was utilized to determine the lateral dynamic response of a pile with finite length in a viscoelastic soil . an analytical solution was obtained in the time domain for the vibration of a pile under a laterally cyclic force applied at the pile head . based on the solution , the transient response of the pile loaded by semi - sine force was acquired with superposition principle
  首先，基于动力winkler模型( bdwf )对粘弹性地基中有限长桩的水平动力响应问题进行求解，得到了单桩在桩顶受水平简谐荷载作用下的时域解析解，并在此基础上通过叠加原理得到了半正弦激振条件下的瞬态解析解。
• 3 ) the single pile horizontal dynamic impedance function in visco - elastic ground considering axial loads is first derived in this field , and the parameter analysis shows that the variation of single pile horizontal dynamic impedance cannot be neglected when considering the axial loads , and it ' s appropriate to considering the axial loads when calculate the single pile horizontal dynamic impedance
  3 )首次推导了粘弹性地基中考虑桩头轴向力时单桩的水平动力阻抗函数，通过参数分析发现，轴向力对单桩动力阻抗刚度存在不可忽略的影响，当轴力较大时，计算单桩的动力阻抗以考虑轴力为宜。