无限体 meaning in Chinese
infinite body
Examples
- 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。