刚性基础的英文

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英文翻译
造句

rigid base
rigid foundation

刚性 rigidity; stiffness; inflexi ...
基础 foundation; base; basis
刚性基础结构 rigid foundation structure
浅基础刚性基础 rigid foundation
半刚性基层 semi-rigid base; semi-rigid type base
刚性基层 rigid base; rigid-type base
刚性基底 rigid basement
刚性基椿刚性地基 rigid foundation
刚性基质电极 non- crystalline electrodes
圆形刚性基地 rigid circular base
安全性基础 security basics
补偿性基础 compensated foundation
弹性基础 elastic base; elastic foundation; flexible foundation
弹性基础梁 beam on elastic foundation
非线性基础 nonlinear foundation
挠性基础 flexible foundation
普适性基础 pervasive substrate
柔性基础 fexible foundation; flexible base; flexible fender cushion; flexible foundation
永久性基础 permanent foundation
粘弹性基础 viscoelastic foundation
基础刚性 rigidity of foundation
线性基础结构 linear infrastructure
浅基础补偿性基础 compensated foundation
浅基础柔性基础 flexible foundation
刚性板式基础 stiffness mat foundation

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例句与用法

But the cases of two or more foundations were not presented because the interactions between foundations were not considered in all present papers . this thesis eliminates two faults named above by using the assumption of the plane strain and of dynamic foundation - soil interaction factors . the calculating method of dynamic impedances presented by the paper proved to be accurate and practical
过去许多学者通常将任意形状基础的外包规则几何形状代替原有的不规则基础形状，以达到确定动刚度和阻尼系数的目的，显然计算结果是近似的；本文将任意刚性基础划分为规则的小型基础，然后求小型基础之间的动力相互作用因子，最后得到任意刚性基础的动刚度和阻尼，而且这种方法也可考虑相邻基础产生的影响。
On the base of prophase discussion which associated with the reliability of highway groundwork liquefaction estimation and the liquefaction preliminary decision , and on the base of soil dynamic experiments , through static - dynamic finite element analyses , this paper studied the groundwork soil anti - liquefaction raising ability which under the union action of highway roadbed and the substructure . also the paper had compared the calculated result with the flexible substructure
在本课题前期对公路地基液化判别式可靠性以及液化初判条件讨论、土动力试验的基础上，通过静、动力有限元分析，对公路路基?刚性基础联合作用下地基土的抗液化能力变化状况进行了研究，并与前期柔性基础的计算结果进行比较。
However , the researching work on mechanic characteristics and deformation law of the composite ground under flexible foundation as embankment is not enough , and have to use the design formula of the composite ground under rigid foundation for it . this condition restricts the application of the composite ground on the highway engineering in a great extent
但是，对于路堤这样的柔性基础下水泥粉喷桩复合地基，由于研究较少，有关这种地基的力学性状和变形规律等基本问题都尚未弄清楚，设计中只好借鉴刚性基础下水泥粉喷桩的计算公式，不能很好的指导工程实践，大大限制了水泥粉喷桩在高等级公路软基处理中的应用。
On the basis of analyzing data from several field tests , assumption was proposed for the distribution of side friction along column under rigid raft , and settlements of column and soil in the composite foundation with single column were analyzed by totally stress method . the corresponding computer program was developed at the same time . 2
在对若干试验结果分析的基础上，提出了刚性基础下复合地基桩侧摩阻力分布形状的假定，然后基于总应力法分析了单桩复合地基中桩体和桩间土的沉降变形，并编制了相应的计算程序。
In the thesis , first , the single pile dynamic impedance and the single rigid foundation one are derived in homogeneous elastic media . then , the pile - to - soil , soil - to - pile and soil - to - soil dynamic interaction factors are defined and worked out . and a simple method for calculating dynamic vertical impedance of rigidly - capped pile groups in homogeneous elastic media is developed
文中首先利用单桩和单独刚性基础在均质弹性土中的竖向动阻抗，然后定义了桩一土、土一桩、土一土动力相互作用因子的概念，并对诸动力相互作用因子作了理论推导及计算，进而建立了均匀介质中群桩竖向动力阻抗的简化计算方法。
The main work includes : for the torsional vibrations of a rigid disk on saturated media , first , the dynamic governing equations are solved by the use of hankel transform and the general solutions in the hankel transform fields are formulated . then , considering the mixed boundary - value condition , the dual integral equations of the torsional vibrations of a rigid disk on saturated grounds are obtained , which can be reduced to the fredholm integral equations of the second kind and solved by numerical procedures . consequently , the dynamic compliance coefficient curves and the torsional angle amplitude curves versus the dimensionless frequency are presented and contrasted to that of the elastic one
在前人研究的基础上，本文基于陈龙珠等曾提出的一组实用饱和土波动方程，用解析或半解析的方法首次较系统而深入地研究了饱和半空间地基与基础的扭转振动问题，主要工作有：对于饱和地基上刚性圆板的扭转振动，作者首先采用hankel变换求解了动力控制方程，得到了该控制方程在hankel变换域内的通解，然后由混合边值条件建立了饱和地基上刚性基础扭转振动时的对偶积分方程，并将其化为易于数值求解的第二类fredholm积分方程，用数值方法计算了基础的动柔度和扭转角幅值与振动频率的关系曲线，并将其与单相弹性介质情况进行了对比分析。
Then , considering the existing of the ground water , we can treat the soil layer below the water level as the saturated one and the soil layer above the water level as the single - phased elastic one . using this model , the torsional oscillations of the rigid disk resting on the saturated ground with an elastic layer is studied and the effects of the elastic layer on the foundation ' s vibration are discussed
接着，考虑到地下水的存在，将地下水位以下的土层视为饱和土，地下水位以上的土层视为理想的单相弹性层，按此模型研究了上覆单相弹性层的饱和地基上刚性基础的扭转振动问题，分析了弹性层的存在对基础振动的影响。
This article , with the study on transmissibility characteristics of vibration - isolating device viewed as a continuum , analysed characteristics of vibration - isolating device under the modles of discrete elastic components , poles and beams , so as to provide scientific evidence for resolving vibration problems of numerical - control machine tools
摘要将隔振器看作质量连续体，通过研究刚性基础上数控机床隔振系统的传递率特性，分析比较了离散弹性元件、一维杆和梁等几种隔振器模型方式下隔振系统的特性，为正确解决刚性基础上数控机床振动噪声控制的技术问题提供依据。
Five typical examples concerning pressure distribution under shallow foundation , earth pressure of retaining wall , behavior of a axially loaded bored pile , a metro tunnel constructed with shield machine , and a landslide with tunnels in it are solved successfully , which verifies the validity of the method developed in this paper . at the end , some unsolved problems in the presented method are discussed briefly
第页西南交通大学博士研究生学位论文上述工作完成后，应用该方法成功地计算了浅埋刚性基础基底压力分布、 5刚性挡土墙土压力、钻孔灌注桩承载特性、盾构法施工的隧道的受力及变形、隧道与滑坡的相互作用等儿种有代表性的岩土工程问题，证明了本文方法的正确性及用于岩土工程问题的可行性。