挠度

词组短语

under load

与挠度相关的网络例句 [注：此内容来源于网络，仅供参考]

In the third chapter, I first gain the equation of the large deflection considering the plate that has original deflection, that is the equation of the compatibility and the bend deflection of the plate which has the effect of initial curvature.

第三章中首先叙述了考虑初挠度的薄板的大挠度微分方程，即相容方程和板的挠度方程、得出膜应力方程，再通过瑞次法求解板的挠度方程，得出在有初挠度情况下。

The article still put forward simple, use two turns to cut model child the deflection that the structure regards independent structure as to fall in horizontal strength effect, tectonic and double turn is cut model the method that the structure issues horizontal deflection in effect of same standard strength, contrast makes clear, the deflection that this kind of construction comes out and accurate solution deflection are very adjacent.

本文还提出了一个简单的、利用两个弯剪型子结构作为独立结构在水平力功能下的挠度，构造双重弯剪型结构在相同水平力功能下水平挠度的方法，对比表明，这种构造出来的挠度和精确解挠度非常接近。

A method for identifying the damage, using the influence line curvature of deflection differential values at a point before and after the damage is proposed, that is, when the moving load is in the area without the damage, the influence line curvature is zero, however when the moving load is in the area with the damage, the influence line curvature evidently increases and has the relationship with the positions of the damage points and the rigidity of the beam before and after the damage.

提出利用损伤前、后某一点的挠度差值影响线曲率来识别损伤的方法，即当移动荷载位于无损区域时，挠度差值影响线曲率为0，当移动荷载位于有损区域时，挠度差值影响线曲率明显增大，且与损伤点的位置、损伤前后的刚度有关。

Research on analytic solution of absolute maximum deflection of simply supported beam subjected to any finite moving loads

618法搜索梁的绝对最大挠度对应的最危险截面位置以及移动荷载最不利位置，计算该位置相应的挠度得到梁的绝对最大挠度。

The solutions of thin bending rectangular plate with one subtense edges simply supported and the other subtense edges free, large deflection under uniform pressure are obtained by the Reciprocal Theorem Method in this paper. From the results it can ha found that the method is valid in non-linear questions and develops a new access.

主要应用大挠度弯曲薄板的第二类功的互等定理，求解在均布载荷作用下一对边简支一对边自由矩形板的挠曲面方程，计算结果表明，大挠度弯曲薄板功的互等定理在解决非线性问题方面简单有效，为求解相关大挠度问题开辟了一个新的途径。

In this papey,the force effect on marine pipelines under extreme working conditions during float towing is introduced,a mathematical model of the pipeline with the help of the five-movement equation is built,and the relevant procedure is developed.

目前，国内外对于浮拖过程中管道进行受力分析，主要运用：线性梁理论(适用于在钢管水中受力时的小挠度情况)、非线性梁理论(对浅水和深水均可应用，并对小挠度和大挠度都有效)[1]。

The beam end displacement of beam-column subassemblage may be looked as the superposition of three parts deformation that column deformation, beam deformation, and joint deformation.

组合体梁外端挠度可看作是柱段变形引起的梁外端挠度、梁段变形引起的梁外端挠度以及节点区变形引起的梁外端挠度三部分的叠加。

Based on the research progress abroad,calculation method of deflection due to short-term loads and calculation expression of effective moment of inertia for concrete beams reinforced with FRP bars were brought forward.

在国外有关成果的基础上，给出了FRP筋混凝土梁的挠度计算建议方法及&有效惯性矩&的表达式，同时提出了设计时不需进行挠度验算的最大跨高比限值的计算公式及相应的基于挠度控制的承载力设计方法，对工程应用有着实际的指导作用。

Such parameters as the percentage of ordinary reinforcment, amounts and configuration of unbonded prestressed tendons, the ratio of span to depth and the loading patterns were considered. Based on the results, the fomula for the eqivalent length of deformation zone on the beams at ultimate were developed. A simple formula was developed for the ultimate mid-span deflection of concrete beams with concept of equivalent length of deformation zone, and the deformation of beam before internal reinforcement yielding was predicted by the traditional formula for the deformation of partically prestressed concrete beam. Then an analytical model was deduced for analyzing the ultimate stress increment in those concrete beams prestressed with external or internal unbonded tendons based on the mid-span deflection.(4) Testes were carried out on a thin-walled concrete box beam presressed with external CFRP tendons to study its short-term performances under uniform load, long-term behaviors under uniform load, and full-time performance under four-point load in turn.

3以体内非预应力钢筋配筋率、体外预应力筋配筋率、体外预应力筋布置形式、预应力度、跨高比、荷载形式等为参数，用非线性分析程序对体预应力筋混凝土梁进行了参数分析，依据分析结果提出了以综合配筋指标和预应力度为参数的等效变形区长度的计算公式，进而提出了基于等效变形区长度的极限挠度计算公式；体内非预应力钢筋屈服前的挠度计算采用常用的部分预应力混凝土梁挠度计算公式；依据试验和非线性数值计算结果，将不同转向块布置形式的体外预应力混凝土梁简化为跨中一个转向块的体外预应力混凝土梁，推导了基于跨中挠度的体外预应力筋应力增量的简化计算公式。

Such parameters as the percentage of ordinary reinforcment, amounts and configuration of unbonded prestressed tendons, the ratio of span to depth and the loading patterns were considered. Based on the results, the fomula for the eqivalent length of deformation zone on the beams at ultimate were developed. A simple formula was developed for the ultimate mid-span deflection of concrete beams with concept of equivalent length of deformation zone, and the deformation of beam before internal reinforcement yielding was predicted by the traditional formula for the deformation of partically prestressed concrete beam. Then an analytical model was deduced for analyzing the ultimate stress increment in those concrete beams prestressed with external or internal unbonded tendons based on the mid-span deflection.(4) Testes were carried out on a thin-walled concrete box beam presressed with external CFRP tendons to study its short-term performances under uniform load, long-term behaviors under uniform load, and full-time performance under four-point load in turn.

3以体内非预应力钢筋配筋率、体外预应力筋配筋率、体外预应力筋布置形式、预应力度、跨高比、荷载形式等为参数，用非线性分析程序对体预应力筋混凝土梁进行了参数分析，依据分析结果提出了以综合配筋指标和预应力度为参数的等活动房效变形区长度的计算公式，进而提出了基于等效变形区长度的极限挠度计算公式；体内非预应力钢筋屈服前的挠度计算采用常用的部分预应力混凝土梁挠度计算公式；依据试验和非线性数值计算结果，将不同转向块布置形式的体外预应力混凝土梁简化为跨中一个转向块的体外预应力混凝土梁，推导了基于跨中挠度的体外预应力筋应力增量的简化计算公式。

与挠度相关的网络解释 [注：此内容来源于网络，仅供参考]

deflection of plate：板的挠度

deflection function 偏转函数 | deflection of plate 板的挠度 | deflection of the needle 指针偏转

deflection：挠度

1.在结构计算中用于求得梁结构上某一指定点之挠度(deflection)及转角(rotation)-将弯矩除以EI即为实际樑之挠度变形(deflection)

Deflection test：挠度试验

挠度;挠曲 deflection | 挠度试验 deflection test | 变形 deformation

deflexion：挠度

deflector 折射板 | deflexion 挠度 | deformability 形变能力

deflexion：挠度;挠曲;变位

挠度多边形 deflection polygon | 挠度;挠曲;变位 deflexion | 可变形的模型 deformable model

load deflexion：载荷挠度

load curve 负荷曲线;钻压曲线 | load deflexion 载荷挠度 | load distribution 载荷分布

fleche：挠度,弯曲,垂度

finition des aretes 修整棱边 | fleche 挠度,弯曲,垂度 | forage 钻孔

flexibility factor：挠度系数

flex-stem 柔性钻杆 | flexibility factor 挠度系数 | flexibility of operation 操作灵活性

deflectometer：挠度表

deflectionwinding 致偏线圈 | deflectometer 挠度表 | deflectometer 挠度计

sphingometer：光测挠度计/梁和桁架挠度测定器

sphingol /鞘氨基醇/ | sphingometer /光测挠度计/梁和桁架挠度测定器/ | sphingomyelin /鞘磷脂/