弹性地基,elastic foundation
1)elastic foundation弹性地基
1.The mode and nature frequency of pinned-pinned pipes conveying fluid with elastic foundations;弹性地基两端铰支输流管的模态和固有频率
2.Analysis of rockburst in narrow coal pillar by fold catastrophe theory on the condition of elastic foundation;弹性地基条件下狭窄煤柱岩爆的突变理论分析
3.An interactive method for bending problems of thin plate on elastic foundation with local point supporting;含局部支承弹性地基板弯曲问题的迭代解法
英文短句/例句

1.The Simplified Analysis Method for Response of Nonlinearity of Elastic Foundation Plate;弹性地基板非线性响应简化分析方法
2.Mechanics Properties Study of the Beam and Plate on the Viscoelastic Foundations;粘弹性地基上梁、板的力学特性研究
3.Random Finite Element and Reliability Analysis of Plate and Elastic Foundation弹性地基板随机有限元及可靠性分析
4.Study on the Theory and Accuracy of Element-free Method in Elastic Foundation Plate;弹性地基板无单元法理论与精度研究
5.Static and Dynamic Analysis of Elastic Foundation Beam and Experimental Study;弹性地基梁静、动力分析及试验研究
6.Solution of Rectangular Plates with Four Free Edges on Elastic Foundation by Variational Principle;弹性地基上四边自由矩形板的变分解
7.Free Vibration of Compressed Plate on Two Parameter Elastic Foundation;双参数弹性地基上受压板的自由振动
8.New Solution of subgrade reaction Coefficient in Elastic Foundation Beam Method弹性地基梁法中地基反力系数的新解法
9.Initial Parameter Method in Beams on Elastic Foundation of Under- ground Architectural Structures;地下建筑结构中弹性地基直梁的初参数法
10.The local stress analysis about the bias-rail box girder based on elastic ground基于弹性地基梁的偏轨箱形梁局部应力分析
11.A Back Analysis Method for Coefficient of Subgrade Reaction on Elastic Foundation Beam一种分析弹性地基梁基床系数的反演方法
12.Nonlinear Bending of Shallow spherical Shells on the Pasternak Foundations双参数弹性地基上圆底扁球壳的非线性弯曲
13.Research on the Bending and Stable of the Rectangular Plates on Nonlinear Elastic Foundation;非线性弹性地基上矩形板的弯曲与稳定分析
14.Finite-infinitr Element Analysis of the Static and Dynamic Properties of Elastic Subgrade;弹性地基静、动力特性的有限元—无限元分析
15.ANALYSIS OF PILE ON A WIEGHARDT-TYPE ELASTIC FOUNDATION基于WIEGHARDT地基的桩弹性分析
16.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
17.A New Wrap Protection Mechanism Based on Local Buffers for the Resilient Packet Ring基于本地缓存的弹性分组环保护机制
18.NUMERICAL ANALYSIS OF BEARING CAPACITY OF SUBSOIL WITH K_0≠1K_0≠1时地基弹塑性承载力的数值分析
相关短句/例句

elastic subgrade弹性地基
1.Thermal buckling about reinforced concrete rectangular plate on elastic subgrade;弹性地基上钢筋混凝土矩形薄板的热屈曲
2.Analysis of free vibration for space mega frame structure with elastic subgrade;弹性地基上空间巨型框架结构的自由振动分析
3.Thermal buckling of rectangular reinforced concrete plate on elastic subgrade;钢筋混凝土矩形薄板在弹性地基上的热屈曲
3)elastic foundations弹性地基
1.Axi-symmetrical bending of cylindrical shells with variable thickness and in elastic foundations;弹性地基中变厚度圆柱壳的轴对称弯曲
2.The analytic solution for sandwich beams of composite materials on elastic foundations;弹性地基上复合材料夹层梁的解析分析
3.A general solution of displacement for Vlasov plates on elastic foundations;弹性地基上Vlasov板的位移通解
4)elastic ground弹性地基
1.In accordance with the Winkler's theory of elastic ground and taking the roof above remainedrodaway as elastic thin lath,a mechanics model of roof movement has been set up,a movement equation of roofdeflection deduced,the features of stress distribution in roof analyzed,a new method of calculating supportingresistance put forward and a illustrating case accompanied as well.运用Winkler弹性地基理率,把沿空留巷巷道上方顶板看作弹性薄板条,建立了顶板运动力学模型,导出顶板的挠曲运动方程,分析了顶板内应力的分布特征,提出了计算巷旁支护阻力的新方法,并用示例进行了说明。
2.This paper introduces the composites pavement, it is new material and construction pavement with the superiorities of light-weight ,high-strength, convenience, anti-erosion etc, According to the actual condition of the pavement , the pavement can be treated as the beam of supporting on elastic ground.根据路面的实际使用情况 ,可以当作支承弹性地基上的路面处理 ,偏于保守 ,把路面单元件当作弹性地基梁处理 ,理论计算四种方案等的路面单元件的挠度、应力 ,以作选择路面结构方案的依
5)foundation elasticity地基弹性
1.Based on practical engineering experience,zoning principles for spatial cantilever-based sluice structures are put forward with consideration of the effects of seismic hydrodynamic pressure and foundation elasticity.结合工程实际,在考虑地震动水压力作用与地基弹性影响的基础上,提出了空间悬臂梁水闸结构分区规则,导出了悬臂梁柔度计算公式。
6)elastic foundation beam弹性地基梁
1.The application of elastic foundation beam in the longitudinal design of shield tunnel;弹性地基梁法在盾构隧道纵向设计中的应用
2.Discussion on calculation methods for elastic foundation beam;浅谈弹性地基梁的计算方法
3.On the effect of inner force on elastic foundation beams with different elastic characteristics;弹性地基梁的弹性特征对梁内力的影响
延伸阅读

弹性地基梁法弹性地基梁法method of beam on elastic subgrade tanxing dili Iiangfa弹性地基梁法(method of beam on elas-:ic subgrade)垂直水流方向将水闸底板截取为单宽截条并作为弹性地基上的梁进行内力计算的方法。其内力计算简图与截面法基本相同,但横向地基反力不再假定为均匀分布,而是根据地基与梁的弹性变形一致的原则进行具体的计算〔见图)。此外,弹性地基梁法还计及边荷载对地基变形的影响。因此,本方法较之倒,梁法、截面法合理,常用于大、中型水一夕一~浮托力渗透压力地基反力 ┌───┬─┬──┐ │闸墩 │1 │1 │ │ 刁 │! │l__ │ ├───┼─┼──┤ │1拿 │n │li │ └───┴─┴──┘ ┌─────┬─┬─┬───┐ │闸墩 │ │ │扮 │ │ 口 │ │ │ │ ├─────┼─┴─┼───┤ │侣一 │〔 │r,了 │ └─────┴───┴───┘ ┌───────────┬──┬────┐ │‘..~-.-.~二二~-.曰.. │T │丫 │ │ 闸墩 │! │/ │ │ 截条一 │L │ │ │ │/ │ │ └───────────┴──┴────┘ ┌──┬─┬─┐ │即 │尸│田│ └──┴─┴─┘ ┌─┬─────────┬────┬───┐ │{ │{ │灌几 │·!) │ └─┴─────────┴────┴───┘ 闸底板荷载分布闸底板的设计。具体计算方法见弹性地基上梁的计算,但由于地基的性能参数不易准确选择,什算结果也难以完全符合实际。对于复杂地基可按弹性地基上的框架决行平面或空间有限元法计算。