ux 中文意思是什麼

ux 解釋
UX1= uranium X1 〈即 Th (釷)234〉。
UX2= uranium X2 〈即 Po (釙)231〉。

  1. Ux trademark approved

    通過美國dot標記認證。
  2. Ux series solenoid valve

    Ux系列電磁閥
  3. In this release, the queue manager has become a 64 - bit program on unix platforms - aix, solaris and hp - ux

    在這個版本中,隊列管理器已成為unix平臺aix 、 solaris和hp - ux上的64位程序。
  4. Let s c v ( g ], if for all u v ( g ) / s, there is x 6 s such that ux e e ( g ), then we call s is a dominate set of g

    設sc門o ,如果對任意的。 e門存在xes使皿用o ,貝稱s為g的一個控制集
  5. They meet the requirements for non - leaded heavy - duty gear lubricants of high load - carrying capacity, including the ux steel 224 gear oil specification

    適合於無鉛的重負荷齒輪的潤滑要求,符合多種齒輪油標準包括美鋼224規格。
  6. This article describes how to configure openssh for host - based and public key - based authentication for the aix, linux, solaris, and hp - ux operating systems

    本文描述如何為aix 、 linux 、 solaris和hp - ux操作系統上基於主機和基於公鑰的認證配置openssh 。
  7. Examples of most common memory allocation problems are provided for each of the following supported platforms : aix, solaris, hp - ux, linux, and windows

    對于aix 、 solaris 、 hp - ux 、 linux和windows這些受支持的每個平臺,我們都給出了最常見的關于內存分配問題的例子。
  8. Db2 places its data starting at the 512 byte offset 1024 on hp - ux so this is where you should start copying from in the old location, and where you should start writing to in the new location

    Db2將數據寫在512位元組( hp - ux上是1024 )的偏移位置上,這就是開始復制或者寫入數據的位置。
  9. Based on the basic relations of mechanics, electrics and magnetics, the governing equations which are expressed in term of displacements of ux, uy and uz, electric potential and magnetic potential are derived for transversely isotropic magnetoelectroelastic medium

    從橫觀各向同性磁電彈性力學運動方程、本構關系、電學和磁學方程出發,導出了用位移u _ x , u _ y , u _ z ,電勢和磁勢表示的磁電彈性介質的控制方程組。
  10. For the standard of cobo ! 2002 and existing cobol software the article inquires to realize cobo12002 integrated development environment. the system is based client / server architecture, client end is windows platform and server end is hp - ux platform

    因此,為了支持cobol2002新標準並且提供對cobol現有資產的繼承,本文對cobol2002集成開發環境的實現進行了研究。該集成開發環境採用的是客戶端、服務器結構,客戶端是windows平臺,服務器是hp - unix平臺。
  11. In this paper, the finite - element numerical analysis calculation is applied to the foundation of high - rise and multi - floor building and the evolvement law of stress and displacement of tunnel used by urban traffic to explore the mutual influence between the wall rock of underground space and high - rise building foundation, taking account of the specific construction situation in the " sanmu garden " project in dadukou district in chongqing, from the perspective of underground space static - force structure stability analysis to open a underground tunnel with 6m in span and 7. 5m in height for track traffic 20m below the surface. this paper, taking considerations of three different states, i. e. the natural state without any artificial interference, the state of high - rise buildings on the surface, and the underground tunnel state with excavation for track traffic, and four plane lines and four vertical lines, analyzes and studies the distributing law of stress and displacement of calculation section from the following aspects : ( 1 ) the main stress vectorgraph, displacement distribution graph ( ux, uy ) and chromatogram graph of stress isoline ( 1, 2, xy ) of section under different states ; ( 2 ) the contrastive distribution curve of stress ( 1, 2, xy ) of different plane and vertical lines under the same state ; ( 3 ) the contrastive distribution curve of stress ( 1, 2, xy ) of the same plane and vertical lines under different states, wishing to provide references for underground space utilization and project designing and construction of the tunnel under high - rise buildings in the future

    本文結合重慶市大渡口區「三木花園」開發建設項目,從地下空間靜力結構穩定性分析角度出發,針對在該項目中涉及的高層和多層建築物以及在其地下20米處開挖了一個用於軌道交通的跨度6米,高7 . 5米的地下隧道這一具體工程情況,採用2d - 3d -有限元結構分析程序對高層與多層建築物的地基基礎及其與城市軌道交通使用的地下隧道圍巖的應力與位移演變規律進行了有限元數值分析計算,探索了地下空間圍巖與高層或多層建築物地基基礎之間的相互影響,通過考慮未受到任何人為擾動影響的天然狀態、地表存在多層或高層建築物狀態和地下開挖用於軌道交通的地下隧道狀態等三種不同狀態以及4個水平剖線和4個垂直剖線等不同情況,從以下幾個方面具體分析研究了計算斷面的應力與位移分佈規律: ( 1 )在各種不同狀態下計算斷面的主應力矢量圖、位移分布圖( ux 、 uy )以及應力等值線色譜圖( _ 1 、 _ 2 、 _ ( xy ) )等; ( 2 )相同狀態下不同水平與垂直剖線的應力_ 1 、 _ 2和_ ( xy )對比分佈曲線; ( 3 )不同狀態下相同水平或垂直剖線的應力_ 1 、 _ 2和_ ( xy )的對比分佈曲線等,為今後在對地下空間的開發利用以及在高層建築物地下開挖硐室時的工程設計和工程施工提供參考依據。
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