因此增大这一支承反力就是技术关键所在。
Therefore, it is fateful for the technic to amplify the resistant force.
本文把随轴一起振动的转子惯性力及支承反力，看成是作用在轴上的外力。
The inertial force and supporting reaction force created by the vibration of rotors with axle are regarded as external forces on the axle in this paper.
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。
The bottom structure is supported by every longitudinal beam in orientation calculation, and then the orientation force and elasticity supporting force is obtained.
导出了在单位水平移动荷载作用下，拱圈内力与支承反力影响线的计算公式。
Some formulas of inner force of arch ring, and the line of reaction of support with the action of unit live load are presented.
它的作用是将桥跨结构的支承反力传递给墩台，并保证桥跨结构在荷载作用下能满足设计要求的变形。
Its role is to support a bridge structure, reaction forces transfer to the pier, and to ensure that the bridge span structure under load to meet the design requirements of the deformation.
原地起跳对许多运动项目都很重要．原地起跳所借助的推动力，就是地面对人体产生的支承反力，离此别无他途。
Standing jump-up is very important for some sports items. The motive force for jump-up is the supporting resistant force from ground to the suporter, no other source exists.
将每根枕木考虑成一个支座反力，将横向枕木支承的钢轨模拟成离散的弹性地基梁模型，将列车考虑成一个作用在梁上的移动荷载。
We consider each sleeper as an abutment of opposite forces, rails on horizontal sleepers as a mock dispersed elastic ground beam model and trains as moving load on beams.
另外，分析比较了一座直线多室箱梁桥在不同支承方式下恒活载效应、预应力效应、次反力和二次内力的异同。
Additionally, the difference of total effect and secondary forces due to prestressing tendons under two kinds of boundary conditions is given.
地面支承架和大反力支承架在极限荷载作用下的最大等效应力均小于材料的屈服强度。
The most equivalent stress of the ground supporting frame and the large reaction wall under the action of the ultimate load was less than the yield strength.
通过对含有弹性支承的结构约束反力计算结果分析，得出含弹性支承约束反力的统一计算公式。
The general formula which could be applied to compute the constraint reaction to statically indeterminate structures with elastic bearings is obtained by analysis of a computing result.
通过对含有弹性支承的结构约束反力计算结果分析，得出含弹性支承约束反力的统一计算公式。
The general formula which could be applied to compute the constraint reaction to statically indeterminate structures with elastic bearings is obtained by analysis of a computing result.
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