端梁的英文

发音:

"端梁"怎么读用"端梁"造句

英文翻译手机版

end beam; end girder; end sill

"端"英文翻译 end; extremity
"梁"英文翻译 beam
"定端梁固端梁" 英文翻译 : fixed-endbeam
"半端梁" 英文翻译 : tail beam; tail joist
"定端梁" 英文翻译 : fixed girder; fixed-end beam; fixedgirder
"固端梁" 英文翻译 : beam with both ends built in; beam with fixed ends; built inbeam; built-in beam; constrained beam; encysted beam; fixed beam; fixed end beam; fixed ended beam; fixed-end beam; fully restrained beam; no-hinged beam; restrained beam
"回端梁" 英文翻译 : fully restrained beam
"上端梁" 英文翻译 : body end plate; toend rail
"半端梁搁栅" 英文翻译 : header
"部分固端梁" 英文翻译 : partially fixed beam; partially fixed-end beam
"舱口端梁" 英文翻译 : hatch end beam; hatch-end beam
"仓口端梁" 英文翻译 : hatch end beam
"车端椽子, 端梁" 英文翻译 : end carline
"船楼端梁" 英文翻译 : breast beam; breastbeam
"端梁盖板" 英文翻译 : end sill cover plate
"端梁铁板" 英文翻译 : end sill gusset plate; end sill plate
"端梁尾栏" 英文翻译 : end sill
"构架端梁" 英文翻译 : truck end sill
"构架内端梁" 英文翻译 : inside end piece
"固定端梁" 英文翻译 : fixed end beam; restrained beam
"后部端梁" 英文翻译 : back end sill; back-end sill
"机舱口端梁" 英文翻译 : engine room hatch end beam
"通过台端梁" 英文翻译 : vestibule end sill
"自由端梁" 英文翻译 : free-ended beam
"半端梁接线头尾翼" 英文翻译 : tailpiece

例句与用法

Hatch end beam
仓口端梁
The two different boundary conditions considered are simply supported and fixed end support , and the different damage forms ( crack characteristics ) are investigated by numerical experiments
对不同的边界条件（如简支梁和固端梁）下不同的损伤形式（如竖直裂缝和斜裂缝）引起结构损伤的情况进行试验。
The last part offers some examples . it includes the single site damage detection of continuous beam , simple support beam , fixed end beam , overhanging beam , truss , and the multipoint damage detection of simple support beam
本文采用了连续梁、简支梁、固端梁、悬臂梁、桁架等的单点损伤识别，简支梁的多点损伤识别。
For the high tensile bolt connection between girders and carriages of double girder overhead traveling crane with electric hoist , this paper analyzes the forces exerted on the bolts and gives their strength check procedures
摘要介绍了葫芦双梁主梁与端梁连接的高强度螺栓的校核过程，通过分析高强度螺栓的受力特点，建立校核模式，总结校核步骤及方法。
The conclusion of reappearing analysis is that crane bridge be used as usual because main weld maximum stress of upper cover plate of main beam lower than yield limit though it higher than permissible stress . inner stress of secondary beam was over ultimate strength , and deforming is ultra big . so it was unfit for produce and secondary beam must be changed
再现分析得出的主要结论为：桥架的主梁上盖板主焊缝的最大应力超过了许用应力，但小于屈服极限，可以继续投入使用；副梁内部的应力远远超过了强度极限，变形特别严重，不能满足生产要求，因此更换新的副梁；端梁内部的应力超过了屈服极限，小于强度极限，在应力较大的位置焊接补强板；投入使用后，要对整个桥架进行定期检查。
Taking natural frequency and mode as damage principle , damage detection is studied as optimal problem based on genetic algorithm , and damage indices , symmetry and precision in the damage detection is discussed . numerical simulation of the damage detection of offshore platforms using genetic algorithm proves the feasibility of genetic algorithm in damage detection of large structure ; program all the process of genetic algorithm in damage detection into damage detection system
以实测的固有频率和振型为诊断依据，将损伤诊断问题归结为优化问题，采用遗传算法加以研究，以10单元固端梁的损伤诊断为基础，讨论了诊断中出现的损伤指标，损伤对称性和变量精度等问题；将遗传算法的损伤诊断应用于海洋平台，验证了遗传算法用于大型结构损伤诊断的可能性；并用matlab将遗传算法应用于损伤诊断的全过程编制成损伤诊断系统。
The ansys , a kind of fea program , was used to build model of small carriage . the procedure of gantry beam bump with secondary beam of bridge was reappeared by running nonlinear calculation and loading program which was written by apdl program language . the closest deforming result was gotten , and the deforming of main beam , secondary beam and end beam and inner stress distribution status were calculated
采用大型三维有限元软件ansys对该起重机以及小车架等进行了建模、应用apdl语言编写加载程序、进行非线性计算，再现龙门横梁与起重机副梁碰撞过程，最后得到与实际变形结果最接近的一种状态，得出起重机桥架主梁、副梁、端梁的变形以及其内部的应力分布情况。
The main shuchural features of the new electric single - girder overhead travelling crane presented in this paper is as follows : using a special gisder section to provide simple production technology and light weight ; dopting hinged connection at one end between main glrders and end carrages instead of the rigid connection at both ends , eliminating the three - point supporting problem with the crane and thus improving the travelling perfomance ; extending crane wheels life contributed to the combination of no - flange crane wheels and horizontal rollers
提供种生产工艺简单、自重轻的主梁截面，并将单梁起重机主、端梁的刚性连接改为端用铰接连接，解决了在制造和轨道安装时因误差而造成的大车运行三条腿现象，提高了运行性能；用可调大车运行水平轮中心距的设计，代替带轮缘的大车轮，提高大车轮的使用寿命。
The emphasis of this paper are at : the global design of design system ; the parametric construction of girder , end girder , bridge frame ; the design of user interface ; the further development of two - dimensional drawings ; the realization of interface between girder , end girder structure parts and ansys software
本文的工作重点是:设计系统的总体设计;主梁、端梁、桥架的三维参数化建模;用户界面的设计;二维工程图的开发;主端梁结构件与ansys分析软件接口的实现。