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受弯

网络flexural; bending; flexure

受弯

受弯

flexural

受弯承载性能,bending... ... ) flexure 受弯 ) flexural 受弯 ) in bending 受弯 ...

bending

受弯承载性能,bending... ... ) bending behavior 受弯承载性能 ) bending 受弯 ) flexure 受弯 ...

flexure

受弯承载性能,bending... ... ) bending 受弯 ) flexure 受弯 ) flexural 受弯 ...

in bending

受弯承载性能,bending... ... ) flexural 受弯 ) in bending 受弯 ) flexural member 受弯构件 ...

1

The structural analysis shows that the moment modulation method decreases the bearing capacity of plane frame structure .

研究表明，梁端弯矩调幅将降低平面框架结构的极限受弯承载力。

3

By finite element analysis of non-planar beam-wall joints an equation of calculating the wall effective width is proposed .

通过有限元分析，研究并提出了墙的有效受弯宽度计算公式。

4

calculation results of crack width by the proposed formula show that the bias component and bending members have the same reliability .

由建议公式计算结果表明，偏压构件与受弯构件裂缝宽度计算具有相同的可靠度。

5

In this paper, the flexural failure form of FRP reinforced RC beam and failure reason are summarized.

本文总结分析了 FRP 加固钢筋混凝土梁的受弯破坏形式及其破坏原因；

6

In this paper, the bending responses of RC beams strengthened with ferrocement considering secondary load were experimentally investigated .

本文对用钢丝网复合砂浆薄层加固的二次受力钢筋混凝土梁进行了正截面受弯试验研究。

8

Mid span deflection, crack width and strains of steel and wire mesh were measured during the course of the test .

试验中测量了受弯构件的开裂荷载、极限荷载、钢筋应变及钢丝网应变。

10

The bending behavior of foot arch and the axial behavior of the vault are obviously differ form the typical steel truss arch .

部分填充混凝土钢箱桁拱桥拱脚段受弯规律、拱顶段轴向受力规律与钢箱桁拱差异明显。

11

and the calculated results show that the bearing capacity of some lipped channel flexural members is governed by distortional buckling .

结果表明，附录中部分截面的受弯承载力由畸变屈曲控制。

12

then introduces the principle of Structure member strengthening with R. C, and formula of R. C flexural capacity of beams in code.

接着介绍了增大截面法加固的原理以及规范中钢筋混凝土受弯梁的承载力计算公式。

13

The translation of inner force is analyzed with the strut -and-tie model , and the bearing capacity formula of shear and bend is deduced.

基于拉、压杆模型理论，分析了小跨高比连梁内部传力机制，确定其受弯、受剪承载力。

15

Analysis of flexural sections under given conditions .

在给定条件下混凝土受弯截面的分析。

16

The cable tray is a composite flexural member , whose section is channel with concave upside in mid-span and the box in the end .

该桥架为叠合式受弯构件，跨中截面形式为向上开口槽形截面，端部为箱形截面。

17

It is very useful to analysis the affection of crown gear coupling and correspond axis by addition moment of bending in engineering .

对工程中分析弧形齿联接轴及其相应轴段所受弯矩的影响具有重要参考价值。

18

Based on equivalent bending moment method , section curvature induced by shrinkage and creep is analyzed .

在此基础上，考察了混凝土受弯构件挠度计算中的有效惯性矩法和曲率法。

19

Experiments on dumbbell shaped concrete filled steel tubular (CFST) flexural member is carried out.

进行哑铃形钢管混凝土受弯构件的试验。

21

When the big cantilever truss is bended , the special joints will be shear because of the bending deformation of the whole hanging system.

当大型悬臂桁架受弯时，还会因为悬挂结构整体受弯而承受水平剪力。

22

23

Analysis on Carbon Fiber's Stress Distribution within the Cohesive Length of the Bending Members

受弯构件黏结长度内碳纤维应变分布的分析

24

The experimental study of character in bending of concrete beams strengthened with prestressed CFRP sheets when load is not removed

预应力 CFRP 布加固混凝土梁不卸载时的受弯性能试验研究

25

Design of Prestressed Composite Steel -concrete Beams by the Moment Curvature Method

预应力钢 -混凝土组合梁桥受弯极限承载能力计算

26

Research on Splicing Length of Epoxy Coated Bars and Bending Behavior of Its Beams

环氧涂层钢筋搭接长度及梁受弯性能试验研究

27

Application of the carbon fiber cloth reinforces the curved construction parts of the reinforced concrete

碳纤维布在加固钢筋混凝土受弯构件上的应用

29

The Experimental Study of Strengthening Reinforced Concrete Beam Using Prestressed Carbon Fiber Sheet

预应力碳纤维布材加固混凝土梁的受弯性研究

30

Reliability Analysis of the Formulae for Calculating Reinforced Concrete Flexural Members'Deflections and Maximum Crack Widths

混凝土受弯构件挠度与裂缝计算公式的可靠度分析

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