1)reaction[英][ri'?k?n][美][r?'?k??n]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。
英文短句/例句
1.Effect of Central Angle and Bearing Arrangement on Bearing Reaction of Arc Curved Girder Bridge圆心角及支座布置对圆弧曲线箱梁桥支座反力的影响
2.Using the AutoCAD to Diagram Accurately the Internal Force and Support Reaction of Statically Determinate Truss利用AutoCAD精确图解静定桁架的内力及支座反力
3.Analysis on Double-row Bearing Force Redistribution of Bridge Simple-supported System into Continuous System简支变连续梁桥中墩双排支座反力重分配现象分析
4.Eccentricity of curved continuous girder bridge and it's influence on bearing reaction曲线连续箱梁桥的偏心距及其对支座反力的影响
5.Mechanics Properties of Rubber Bearings and Earthquake Response Analysis of Isolated Structure;橡胶隔震支座力学性能及隔震结构地震反应分析研究
6.Stress Analysis and Structure Optimization of the Skirt Supporting Zone of the Hydrogenation Reactor and Tower;加氢反应器及塔设备裙座支撑区应力分析与结构优化
7.There are several methods of calculating support constrained force onstatically indeteminate structure, among which force and displacement methodsare often used.关于求超静定结构支座约束反力的方法很多,常用的方法是力法和位移法。
8.This paper mainly proposes the experimental method of mechanism balance by measuring base constrained force of mechanism.本文主要探讨用测试机构支座约束反力的方法对机构平衡进行测试的可能性问题.
9.The part of a structure that bears the weight or pressure of an arch.拱座，支座建筑承担拱顶重量或压力的部分
10.Dynamic Analysis of a Buffer Seat with Horizontal Elastic Support水平弹性支撑缓冲座椅的动力学分析
11.The Interaction Research of the Truss、Laminated Rubber Bearings and Frame in Dynamical Analysis;网架、橡胶支座与支承框架动力相互作用的研究
12.The Seismic Response of LRB Isolation Bridges under Transverse Earthquake;铅芯橡胶支座隔震桥梁横向地震反应分析
13.A Study on the Influence of the Saddle Position on the Stress Distribution of Horizontal Cylindrical Vessels with Two Saddles鞍座位置对两支座卧式容器应力分布影响的研究
14.1. Bearing capacity research of ACSR with unequal altitude support.1、支座不等高拱形波纹钢屋盖承载力的研究。
15.Installation Technologies of Preburied Prestressed Anchor Bolts of Wide Diameter Pin Roll Hinge Supports预埋预应力锚栓的大直径销轴铰支座安装技术
16.Fluid Oriented Modeling Technology of Branch Pipe and Junction in the Power Plant;火力发电厂蒸汽支管及接管座内流场建模技术
17.Basic Mechanical Performance Test Research on Conical Unconsolidated Bearing;锥形非固结支座的基本力学性能试验研究
18.Test Research and Numerical Simulation of Mechanical Properties of Plate Type Elastomeric Pad Bearings;板式橡胶支座力学性能试验研究及数值模拟
相关短句/例句
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。
延伸阅读
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