Chinese translation for "弹性半无限体"
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- elastic halfspace
elastic semi-infinite body
Related Translations:
无限平面: infinite plateinfinite-piston 无限责任: unlimited liabilitiesunlimited liabilityunlimited responsibility 无限惆怅: and sorry i could not traved both
- Example Sentences:
| 1. | 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。 | | 2. | 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。 | | 3. | 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。 | | 4. | 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。 |
- Similar Words：
- "弹性半度空间理论" Chinese translation, "弹性半空间" Chinese translation, "弹性半空间地基模型" Chinese translation, "弹性半空间理论" Chinese translation, "弹性半无限地基" Chinese translation, "弹性包芯线" Chinese translation, "弹性薄板" Chinese translation, "弹性薄壳方程" Chinese translation, "弹性薄膜" Chinese translation, "弹性薄膜开关" Chinese translation
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