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横向反力
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  lateral reaction
     With Substructural Analysis Method(SAM) and Windler foundation model of lateral reaction,an interaction analysis model of frame structure-pile foundation-soil under lateral load is established.
     利用子结构分析方法和文克尔地基横向反力模型,建立了水平荷载下场高层框架结构。 桩基础-地基的共同作用分析模型。
短句来源
  “横向反力”译为未确定词的双语例句
     狪n view of using “Ω” type section as heating compensation section in buried heating pipe, a mechanical model of “Ω” type buried pipe with the characteristics that the radial pressure and axial frictional force acting on heating pipe are related with the heating pipe deformation is developed.
     针对近年来兴起的直埋供热管道中采用“Ω”形管段进行热补偿问题,对直埋情况下的“Ω”形管段建立了符合其受力特点——土对管道的纵向摩擦力与横向反力均随管道横向位移而变化——的力学模型。
短句来源
     The general solution and deriva tive matrix formulations of axial and transverse displacement function has been established by regarding fhe axial and transverse reaction coeflicients od strat ification foundation as constants respectively.
     分别采用各层地基竖向、横向反力系数为常数,建立轴向、横向位移函数通解及导数的矩阵式。
短句来源
  相似匹配句对
     Using“subgrade reaction method”to determine the characteristics of loading on piles subjected to transyerse loads
     “地基反力法”——横向承载桩受力特性的确定
短句来源
     Suppression of transverse stimulated Brillouin scattering
     横向受激布里渊散射的抑制
短句来源
     Urban Transverse Traffic
     城市横向交通
短句来源
     THE EXPERIMENTAL RESEARCH OF DILATATIONAL COUNTER-FORCE
     冻胀反力的试验研究
短句来源
     The bottom structure is supported by every longitudinal beam in orientation calculation, and then the orientation force and elasticity supporting force is obtained.
     计算时,底部弹性支承在各纵梁上,可求得结构的横向受力与弹性支承反力.
短句来源
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  lateral reaction
At an inclined ploughshare a lateral reaction RPy arises, its value being affected by the friction reaction.
      
The value of Es calculated using Equation 8 can be defined as the critical or limiting lateral reaction modulus.
      


A computational model of heat supply pipeline is presented in this paper. Winkler's assumption is used to calculate the lateral soil force which acts on the pipe. Bilinear relationship of axial friction force and coresponding movement is assumed. Considering the flattening effect, the elbows are modelled with a special kind of hinge named "elastic flexure-'resisting hinge".Two examples are given and the deflection and internal force obt ained from this model are reasonable.

文中假定土壤对管道的横向反力遵从Winkler假定,沿纵向的摩阻力服从双线性规律。对带有弯头的管道引入“弹性抗弯铰”以考虑柔度增大的影响。建立了平面热力管网的力学模型与通用计算公式,并给出算例。

With Substructural Analysis Method(SAM) and Windler foundation model of lateral reaction,an interaction analysis model of frame structure-pile foundation-soil under lateral load is established.And thecontrast calculating of the interaction method with the traditional method for a building has been done. Thefollowing problems are analysed:(1) the influence of stiffnes of pile foundation and soil on the framestructure's horizontal displacement;(2) the influence on calculating results when altering building's high,pilediameter,pile...

With Substructural Analysis Method(SAM) and Windler foundation model of lateral reaction,an interaction analysis model of frame structure-pile foundation-soil under lateral load is established.And thecontrast calculating of the interaction method with the traditional method for a building has been done. Thefollowing problems are analysed:(1) the influence of stiffnes of pile foundation and soil on the framestructure's horizontal displacement;(2) the influence on calculating results when altering building's high,pilediameter,pile grid's thick and subgrade stiffness of soil.

利用子结构分析方法和文克尔地基横向反力模型,建立了水平荷载下场高层框架结构。桩基础-地基的共同作用分析模型。针对一具体建筑物进行了多种方案的对比计算,分析了下述问题;(1)考虑桩基础和地基刚度对底层为高架层的上部框架结构水平位移和内力的影响;(2)分别改变建筑物高度、基桩直径、承台厚度、土的侧向刚度等因素对计算结果的影响。通过分析对比,得出了有益的结论。

狪n view of using “Ω” type section as heating compensation section in buried heating pipe, a mechanical model of “Ω” type buried pipe with the characteristics that the radial pressure and axial frictional force acting on heating pipe are related with the heating pipe deformation is developed. Numerical simulation of stresses and displacement of “Ω” section of buried heating pipe is made by finite element program ANSYS, and its stresses and displacement in site are measured. A series of conclusions which are...

狪n view of using “Ω” type section as heating compensation section in buried heating pipe, a mechanical model of “Ω” type buried pipe with the characteristics that the radial pressure and axial frictional force acting on heating pipe are related with the heating pipe deformation is developed. Numerical simulation of stresses and displacement of “Ω” section of buried heating pipe is made by finite element program ANSYS, and its stresses and displacement in site are measured. A series of conclusions which are of great value to design and construction are proposed by comparing the results of numerical simulation and of theorical computation with measured results in site.

针对近年来兴起的直埋供热管道中采用“Ω”形管段进行热补偿问题,对直埋情况下的“Ω”形管段建立了符合其受力特点——土对管道的纵向摩擦力与横向反力均随管道横向位移而变化——的力学模型。采用具有接触面单元的ANSYS程序对其进行了受力与变形的数值模拟,并对“Ω”形管段直埋情况下的受力与变形进行了现场观测。通过对数值模拟、实测结果及简化后的理论分析结果的比较得出了一系列对设计和施工有重要参考价值的结论。

 
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