beam end

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UK 
  • un.梁端；船身横向倾倒

E-C

Web Definition

un.
1.
梁端
2.
船身横向倾倒

Sample Sentence

Definition:
AllAll,梁端梁端,船身横向倾倒船身横向倾倒
Category:AllAll,OralOral,WrittenWritten,TitleTitle,TechnicalTechnical
Source:AllAll,DictionaryDictionary,WebWeb
Difficulty:AllAll,EasyEasy,MiddleMiddle,HardHard
1.
And for the frame beam end bending moment amplitude modulation factor seems embodiment its value in practice projects.
框架梁端的弯矩调幅系数的合理取值的价值在实际工程中似乎更能体现出来。
kuàng jià liáng duān dì wān jǔ tiáo fú xì shù de hé lǐ qǔ zhí de jià zhí zài shí jì gōng chéng zhōng sì hū gèng néng tǐ xiàn chū lái 。
www.lw23.com
2.
Also, there is still no a reasonable uniform cost about the bending moment amplitude modulation factor of the frame beam end.
在结构设计中，选择一个合理的中梁、边梁刚度放大系数和选择一个合理的梁端弯矩调幅系数一直没有得到一个统一的值。
zài jié gòu shè jì zhōng , xuǎn zé yī gè hé lǐ de zhōng liáng 、 biān liáng gāng dù fàng dà xì shù hé xuǎn zé yī gè hé lǐ de liáng duān wān jǔ tiáo fú xì shù yì zhí méi yǒu dé dào yī gè tǒng yī de zhí 。
www.dictall.com
3.
this artificial plastic hinge can efficiently transfer the location of beam end plastic hinge and protect joint cores.
用人工塑性铰来实现梁端塑性铰的转移，可以有效地起到保护节点的作用。
yòng rén gōng sù xìng jiǎo lái shí xiàn liáng duān sù xìng jiǎo de zhuǎn yí , kě yǐ yǒu xiào de qǐ dào bǎo hù jié diǎn de zuò yòng 。
www.dictall.com
4.
Opening horizontal slit in the middle web of the beam end formed a new type of artificial plastic hinge.
提出一种框架梁端腹中开水平缝新型人工塑性铰方案，且建立了其内力和承载力计算公式。
tí chū yī zhǒng kuàng jià liáng duān fù zhōng kāi shuǐ píng féng xīn xíng rén gōng sù xìng jiǎo fāng àn , qiě jiàn lì le qí nèi lì hé chéng zài lì jì suàn gōng shì 。
www.dictall.com
5.
On the other hand, the drift of plane structure increases sharply once the beam end fails.
另一方面，框架梁端屈服以后框架结构的侧移将迅速增长。
lìng yì fāng miàn , kuàng jià liáng duān qū fú yǐ hòu kuàng jià jié gòu de cè yí jiāng xùn sù zēng zhǎng 。
www.ceps.com.tw
6.
Nonlinear finite element analysis of the restriction moment on the beam end of wall with precast rigid bearer
设置预制刚性垫块的梁端约束力矩非线性有限元分析
shè zhì yù zhì gāng xìng diàn kuài de liáng duān yuē shù lì jǔ fēi xiàn xìng yǒu xiàn yuán fēn xī
service.ilib.cn
7.
Nonlinear finite element analysis of the restriction moment on the beam end of wall with soft beam seat,
罗宇，孙伟民，设置柔性垫梁的梁端约束力矩非线性有限元分析，
luó yǔ , sūn wěi mín , shè zhì róu xìng diàn liáng de liáng duān yuē shù lì jǔ fēi xiàn xìng yǒu xiàn yuán fēn xī ,
www.luxinzheng.net
8.
Rediscussion the calculating of effective supporting length of beam end in brick masonry
再论砖混结构中梁端有效支承长度的计算
zài lùn zhuān hún jié gòu zhōng liáng duān yǒu xiào zhī cheng cháng dù de jì suàn
www.ilib.cn
9.
Theoretical Analysis of a New Artificial Plastic Hinge at the Frame Beam End
框架梁端新型人工塑性铰理论分析
kuàng jià liáng duān xīn xíng rén gōng sù xìng jiǎo lǐ lùn fēn xī
www.ilib.cn
10.
Determination of Shear Force within the Beam End of Framework
框架梁端剪力值确定
kuàng jià liáng duān jiǎn lì zhí què dìng
www.ilib.cn
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