1) foot reaction
小脚支反力
2) reaction of supports
支点反力，支反力
3) support reaction
支座反力
1.
The usual method is to get the support reactions first then analysis the stress use the Zick's method.
对于卧式容器的设计 ,标准中一直采用Zick法进行应力分析 ,而对多支座卧式容器的计算则没有统一的标准 ,目前较多采用的是用材料力学中的三弯矩方程求得支座反力 ,再利用Zick法进行应力计算。
2.
By an example of a real project,the paper inquires into the changes of support reaction and the influence of various factors on curved box girder of low box,wide belly and long cantilever sheet.
联系工程设计实例，探讨了矮箱、宽腹、大挑悬臂板弯箱梁支座反力的变化及其影响因素之间的关系。
3.
Calculation formula of side support reaction and deflection in the mid-span of beams subjected to fire were obtained by fitting curves of experimental data considering each key factor.
各试验梁边支座反力实测结果表明,受火10 min以内,试验梁边支座反力快速减小,受火10~40 min,边支座反力变化平缓,受火40 min以后,边支座反力又快速恢复。
4) support force
支承反力
1.
In this paper, for the influence of the base subsidence to the horizontal vessels with three saddles, the theoretical deduction of support forces and moments was carried out.
本文从理论上 ,将基础沉降量对三鞍座卧式容器中的支承反力与弯矩的影响进行尝试性公式推导。
5) bracing reaction
支撑反力
1.
The changing characteristics of stress and bracing reaction of the structure under different strengthening plans are studied.
结果表明:采用双层钢筋网桥面铺装结合梁底分3片锚喷混凝土加固方案最为合理,加固后结构最大主拉应力降低了50%,最大支撑反力降低了32%,结构承载能力得到有效提高;该加固方案增强了桥梁结构的横向刚度,改善了结构受力特性,使结构内力分布更加合理,支撑反力更加均匀。
6) supporting force
支座反力
1.
The flexibility, radical displacement and supporting force of the structure are investigated.
通过三跨连续曲线铁路箱梁桥的模型试验,探讨了该结构在预应力和使用荷载作用下的挠度、支座反力及径向位移。
补充资料：小脚
1.指旧时妇女经裹缠后发育畸形的脚。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条