半无限体的英文

• half space
• semi infinite body
• semi-infinite body
• semi-infinite solid

• "半"英文翻译    half
• "无限"英文翻译    infinite; limitless; boundle ...
• "体"英文翻译    body; part of the body
• "弹性半无限体" 英文翻译 :    elastic halfspace; elastic semi-infinite body
• "各向同性半无限体" 英文翻译 :    isotropic semi-infinite solid
• "无限体" 英文翻译 :    infinite body
• "半无限" 英文翻译 :    half-infinite; semi infinite; semiinfinite
• "半无限长线" 英文翻译 :    semi infinite line
• "半无限长源" 英文翻译 :    semi-infinite source
• "半无限的" 英文翻译 :    half-infinite; semi-infinite
• "半无限地层" 英文翻译 :    half-infinite earth; semi-infinite earth
• "半无限地壳" 英文翻译 :    semi-infinite crust
• "半无限对数" 英文翻译 :    semi-infinite logarithm
• "半无限固体" 英文翻译 :    semi-infinite solid
• "半无限介质" 英文翻译 :    semi-infinite medium
• "半无限空间" 英文翻译 :    infinite half space; semi-infinite half-space; semi-infinite space
• "半无限平板" 英文翻译 :    semi-infinite slab
• "半无限平面" 英文翻译 :    infinite half plane
• "半无限问题" 英文翻译 :    semi-infinitely problem; semi-infinitelyproblem
• "半无限象限" 英文翻译 :    semi-infinite quadrant
• "半无限叶栅" 英文翻译 :    semi-infinite cascade
• "半无限长锭料" 英文翻译 :    semi infinite ingot; semi-infinite ingot; semi-infiniteingot
• "半无限长平板" 英文翻译 :    semi-infinite piston
• "半无限长涡线" 英文翻译 :    semi-infinite vortex line
• "半无限存储带" 英文翻译 :    semi-infinite storage tape

• Dynamic response of semi - infinite body under moving loads
  移动荷载作用下半无限体的动力响应解
• Semi infinite body
  半无限体
• On the pulling anchor - cable step , the internal force of beam - on - foundation can be calculated by winkler hypothesis in the case of weak rock mass and infinite half elastic foundation hypothesis in the case of stratums that are of some elastic characteristics
  在张拉阶段，可以采用温克尔假定计算破碎软弱岩体上的地梁内力；对于有较好弹性性质的地层，则可按弹性半无限体地基计算地梁内力。
• Being calculated , the frame beam - on - foundation may be disconnected to two single beams . on the pulling anchor - cable step , the internal force of single beam - on - foundation can be calculated by winkler hypothesis in the case of weak rock mass and infinite half elastic foundation hypothesis in the case of stratums that are of some elastic characteristics . the internal force of frame beam - on - foundat
  在张拉阶段，对于单片型地梁，可以采用温克尔假定计算破碎软弱岩体上的地梁内力；有较好弹性性质的地层，可按弹性半无限体地基计算地梁内力；对于框架型地梁，可按温克尔地基模型计算其各单片梁的内力。
• The distance from figure center of the parabola to the potential slide surface is less than half of the section length . mechanical conditions of this method include not only force equilibrium but also moment equilibrium . as for the beam - on - foundation , its pressure can be calculated by homogeneous hypothesis or winkler foundation hypothesis or infinite half elastic foundation hypothesis on the pulling anchor - cable step and by coulomb active earth pressure theory approximatively on the long term working step
  对于桩在滑面以上段所受的坡体荷载，提出可按形心偏下的抛物线型分布模式计算，并在满足力的平衡条件的同时还满足力矩平衡条件；对于地梁上作用的坡体荷载，提出在锚索张拉阶段可按均布或温克尔( winkler )地基假定或弹性半无限体地基假定来计算，在工作阶段则一般可以近似按库仑主动土压力理论计算。
• In this thesis , studies are focused on as follows : ( 1 ) based on analyzing the general transfer - matrix , the conception of the generalized double layer soil model is proposed , and the transfer - matrix ( r ) of half - infinite elastic mass is introduce - d to the analytic expressions of stress and settlement under the uniform circular , rectangular and strip vertical loads in multi - layered soil ; ( 2 ) according to the analytic expressions of the additional stress and settlement under unifo - rm circular in multi - layered soil , rectangular and strip vertical loads , the programs are develop - ed to resolve and debugged . the results show that the programs are correct ; ( 3 ) through calculating the coefficient of additional stress on the central axis of uniform circ - ular vertical loads , under the corner point of the uniform rectangular vertical loads , and on the central axis of uniform strip vertical loads , and the settlement on the center of uniform circular vertical loads and uniform rectangular loads in double - layered soil , the characters of stress and settlement are discussed ; ( 4 ) a case , as an example , is studied with different calculation methods , such as traditional theory , fem . the results obtained are compared
  本文在已有研究成果的基础上进一步开展了以下几方面的研究： ( 1 )在对层状地基传递矩阵法中的总传递矩阵分析的基础上，提出了广义双层地基模型的概念，并把半无限体的传递矩阵r引入到多层地基在圆形垂直均布荷载、矩形垂直均布荷载及条形垂直均布荷载作用下附加应力与沉降的解析式中； ( 2 )根据多层地基在圆形荷载、矩形垂直均布荷载及条形垂直均布荷载作用下附加应力与沉降的解析式，编制了程序，调试通过并验证了其正确性； ( 3 )通过对双层地基圆形垂直均布荷载中心轴线上的附加应力系数和荷载中心沉降，矩形垂直均布荷载角点下的附加应力系数和荷载角点沉降及条形垂直均布荷载中心轴线上的附加应力系数进行的计算，探讨了双层地基中的附加应力与沉降特性； ( 4 )应用本文的层状地基体系理论对一个工程实例进行了计算分析，并与传统的计算方法的计算结果和有限单元方法的计算结果进行了对比分析，结果表明利用层状地基理论计算更能反映地基中附加应力分布的实际情况。
• At the same time , the mechanics mode of newly - built structure is not the same as that single cavern is excavated in the half - unbounded space . its original stress field is disturbed by former time and time again , and once more by excavating of later . so the mechanics mode of the later is not symmetrical generally and infinite variability is put up
  同时新建结构物的受力模式也不同于半无限体或无限体中修建单一洞室的一般状况，其初始应力场往往是经过多次扰动的，其施工将再次进行扰动，使其受力往往是非对称的，表现出极大的变异性。
• Slope pressure on the beam - on - foundation can be calculated by winkler foundation hypothesis or infinite half elastic foundation hypothesis on the pulling anchor - cable step and by coulomb active earth pressure theory approximately on the long term working step . in addition , calculation methods of internal force of prestressed anchor - cable beam - on - foundation are provided
  对于作用于地梁上的坡体荷载，提出在锚索张拉阶段可按winkler地基假定或弹性半无限体地基假定来计算，在工作阶段则一般可以近似按库仑主动土压力理论计算。