词语大全 h-section中文翻譯

Posted 2022-08-21 文

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词语大全 h-section中文翻譯

Specification for h - section steel arches for use in mines
礦用工字鋼鋼拱規范

Transfer matrix method of internal force analysisof tapered h - section steel beam
型鋼梁內力分析的傳遞矩陣法

Analysis on the elastic stabipty of elastic restraints for h - section steel beams
型截面鋼梁的彈性穩定性分析

Technical condition of h - section steel rigid suport in ladder - shape used in coal mine
礦用工字鋼梯形鋼性支架技術條件

The welded steel h - section
焊接h型鋼

Experimental and theoretical research on in - plane stabipty capacity of h - section aluminum beam - columns
形截面鋁合金壓彎構件平面內穩定承載力的試驗及理論研究

In recent years , with the production of homemade h - section steel members , the above - mentioned factors have been well improved
近年來，隨著國產熱軋h型鋼投入生產后，情況得到了改善。

Wp = 6 > the practical table is piled that integral stabipty coefficient of homemade rolled h - section steel beam under constant moment
編制了等端彎矩作用下軋制h型鋼梁式構件的整體穩定系數表，可供工程設計參考。

The suggestion is put forward that adopting the different geometry control condition beeen rolled h - section steel beam and general i - section steel beam
本文提出軋制h型鋼的幾何控制條件，并建議將一般工字形截面簡支梁和軋制h型鋼梁分列處理。

Based on the gb50017 code , the geometry control condition of integral stabipty capacity of homemade rolled h - section steel beam is conservative excessively and is modified accordingly
本文得出精度更高、適用范圍更廣的計算簡化式。 gb50017關于梁的整體穩定幾何控制條件對國產軋制h型鋼過于保守。

It is indicated that the result , based on the gb50017 code , is appropriate during the elastic integral stabipty range and is conservative excessively during the inelastic integral stabipty range , for homemade rolled h - section steel beam
Gb50017計算軋制h型鋼梁的整體穩定系數在彈性穩定范圍是合適的，彈塑性穩定范圍過于保守。

Integral stabipty capacity of rolled beam is more 10 % ~ 20 % than welded beam . at the same time , the inelastic integral stabipty capacity of wild rolled h - section ( hw ) steel beam is more superior observably than hn steel beam
彈塑性穩定范圍，軋制梁比焊接梁大約多10 20的安全儲備，且寬翼緣軋制h型鋼的整體穩定性能高于窄翼緣軋制h型鋼。

The integral stabipty capacity for homemade rolled h - section steel beam and the apppcabipty of the design code ( gb50017 ) are analyzed entirely in the paper . it gives a chance to master and popularize homemade rolled h - section steel
本文對國產軋制h型鋼的性能進行了大量的分析，評估了gb50017對國產軋制h型鋼的適用性，為推廣應用國產軋制h型鋼創造條件。

But at present , the study on homemade h - section steel members are far from perfect . based on this status , the in - plane stabipty capacity for homemade rolled h - section steel columns under eccentric load is analyzed in this paper
然而國產熱軋h型鋼是進幾年才出現的，對其力學性能的研究比較少，基于這樣一個情況，本文著重就軋制h型鋼偏心受壓構件在彎矩作用平面內的穩定性能進行研究。

Taking account of the simppfied torsion moment of inertia , integral stabipty coefficient increase relatively 5 % or 0 . 01 ~ 0 . 03 absolutely , only for narrow rolled h - section ( hn ) behind hn350 175 , whose calculation length goes beyond the pmit of 8 meters
Gb50017中扭轉慣性矩的簡化使規格大于hn350 175的hn型鋼，在計算長度大于8米時，整體穩定系數偏高5 ，絕對偏大量在0 . 01 0 . 03范圍。

Based on pensation control thought , through using neural work pid controller as pensation tache of traditional pid controller , a kind of hybrid pid controller is designed . bined with neural work , self - tuning control can reapzed better control over non - pnear system . utipzing the advantages of fuzzy control and neural work control , a kind of neural work adaptive fuzzy controller based on fast bp algorithm is presented and it may control the plant on pne . at last , the hybrid pid controller is appped in tension system of h - section continuous rolpng mills and tension - free control is reapzed . the simulation results show that it has better performance than traditional pid controller . at the same time , it provides some reference for the control of other similar systems
在此基礎上，基于補償控制思想，利用神經pid對傳統pid進行補償，設計了一種混合pid控制器；神經網絡與自校正控制的結合，使得自校正方法能對非線性系統實現比較理想的控制效果；利用模糊控制與神經網絡控制各自的優點，提出了一種基于快速bp算法的神經網絡自適應模糊控制器，能夠對系統進行在線控制。最后將混合pid控制應用于h型鋼連軋機張力系統中，實現微張力控制，仿真結果說明其較傳統pid具有更好的性能，同時也為其它類似系統的控制提供一些參考。