受弯

网络释义

1.
flexural
受弯承载性能,bending... ... ) flexure 受弯 ) flexural 受弯 ) in bending 受弯 ...
www.dictall.com|基于2个网页
2.
bending
受弯承载性能,bending... ... ) bending behavior 受弯承载性能 ) bending 受弯 ) flexure 受弯 ...
www.dictall.com|基于 1 个网页
3.
flexure
受弯承载性能,bending... ... ) bending 受弯 ) flexure 受弯 ) flexural 受弯 ...
www.dictall.com|基于 1 个网页
4.
in bending
受弯承载性能,bending... ... ) flexural 受弯 ) in bending 受弯 ) flexural member 受弯构件 ...
www.dictall.com|基于 1 个网页

例句

释义:
全部全部,flexuralflexural,bendingbending,flexureflexure
类别:全部全部,口语口语,书面语书面语,标题标题,技术技术
来源:全部全部,字典字典,网络网络
难度:全部全部,简单简单,中等中等,难难
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。
lib.swpu.edu.cn
2.
Now, the ductility of concrete bending members has been emphasized, there has been many researches and made many achievements.
目前，国内外对混凝土受弯构件的延性十分重视，关于这方面的研究已经相当普遍，并取得了很多成果。
paper.pet2008.cn
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。
www.keyanjijin.cn
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。
d.wanfangdata.com.cn
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；
www.boshuo.net
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。
www.magsci.net
7.
Computer Simulation Analysis on Flexural Character of the CFRP Concrete Beams and Prestressed Concrete Beams.
布加固砼梁及预应力砼梁受弯性能计算机仿真模拟。
www.bing.com
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。
www.magsci.net
9.
Displacement test study relationship between connect method and bending capacity from another side.
铆钉间距试验则从另一个侧面，对接合方式与受弯承载力的关系进行解析。
www.fabiao.net
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。
www.fabiao.net