水平撐柱 的英文怎麼說

中文拼音 [shuǐpíngchēngzhù]
水平撐柱 英文
dog shores
  • : 名詞1 (由兩個氫原子和一個氧原子結合而成的液體) water 2 (河流) river 3 (指江、河、湖、海、洋...
  • : Ⅰ形容詞1 (沒有高低凹凸 不頃斜) flat; level; even; smooth 2 (高度相同; 不相上下) on the same l...
  • : Ⅰ動詞1 (抵住; 托住) prop up; support 2 (用篙使船行進) push or move with a pole 3 (支持) mai...
  • 水平 : 1. (跟水面平行的) horizontal;level2. (達到的高度) standard; level
  1. In this test, a special bolt - jack is used to exent of prestressing force to brace angles as the whole structure is under dead - load. in this state brace angles withstand partly load before twice - load and the stress and strain of concrete are decreased. in this way the aim of removal of load and strengthening can be reached

    本試驗中採用專用螺栓千斤頂在恆定荷載下對混凝土角鋼桿施加預壓應力,使外包角鋼在二次受力前即分擔部分荷載,使混凝土應力和應變降低,達到卸載與加固同步進行的目的。
  2. This paper investigates and presents the design methods for lateral braces between equal spaced columns reducing the effective lengths of the columns to half

    本文探討了一排等間距布置的承受相同軸力的等截面,使計算長度減少至0 . 5l時所需橫向桿的設計問題。
  3. This paper is concerned with the analysis of lateral braces for workshop columns press - bend member. in this paper, lateral braces is lateral horizon center braces

    本文研究的課題為廠房壓彎構件側向支桿的分析,其中,側向支桿指的是側向中心支桿。
  4. Under the horizontal earthquake action and wind force, aim at " the pure frame structure with rectangle columns ", " the pure frame structure with special - shaped columns ", " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns ", earthquake action analysis was done by the spacial finite element method through the changes structural parameter. analyzing systematically " structure vibration mode ", " vibration period ", " structure lateral rigidity ", " seismic action force ", " seismic response force ", " floor seismic shear force ", " lateral horizontal displacement of structure " and " members internal force ". results indicate : ( 1 ) based on equal area, the special - shaped columns replaced the rectangle columns, the structural lateral rigidity enlarges, the lateral displacement minishes obviously, the earthquake response increase slightly, the biggest increasing amount of frame columns axis - compress ratio is smaller than 0. 08. the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3. 6, the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree, structure earthquake response is bigger, belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement, members internal force enlarged just rightly, have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), adopting special - shaped columns structure system, should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result

    西安理工大學碩士學位論文在地震作用下,並考慮風荷載組合,分別對「矩形純框架結構」 、 「異型純框架結構」 、 「異型框一析架結構」及「異型框-剪結構」等四種結構體系,通過改變結構參數,運用空間有限元方法,進行地震作用計算。系統地分析研究「結構振型」 、 「振動周期」 、 「結構側向剛度」 、 「結構地震反應力」 、 「樓層地震剪力」 、 「結構側向位移」 、 「層間位移角」 ,以及「構件內力」 。結果表明:在等面積原則下,異型代換矩形后,結構剛度增大,側向位移明顯減小,地震反應力略有增加,框架軸壓比最大增幅小於8 % ,結構整體抗震性能有所提高;當異型肢長肢厚比小於等於3 . 6時,結構有利於抗震;地震作用力與整體坐標夾角為0度時,結構地震作用效應較大,屬結構設計的控制因素之一;異型框一析架結構採用「人」字斜,側向剛度大於「八」字斜和「人一八」字混合斜;異型框一剪結構側向剛度大、位移小,構件內力增大適中,是一種抗震性能優越的結構體系:在抗震設防烈度較高地區( 8度)和抗震不利的建築場地( m類場地) ,採用異型結構體系時,應盡可能減輕結構自重,降低地震作用力;分別採用「振型分解反應譜」法和「時程分析」法進行地震作用計算,兩種方法所得結果基本一致。
  5. File legislation as a " national archives cause legal foundation " has become a cause for national archives building as one of the three pillars legislation is not only a cause of the national archives files level of development, but also a key cause of national archives

    檔案立法作為「國家檔案事業的法律根基」已經成為支國家檔案事業大廈的三大重要支之一。檔案立法不但是一個國家檔案事業發展的一面鏡子,同時也是一個國家檔案事業興衰成敗的關鍵。
  6. The external frame is composed of 24 inclined concrete - filled columns, steel horizontal ring beams, and steel diagonals

    鋼結構外筒由24條斜向立斜向環和斜組成。
  7. As the important part of steel - structure workshop, the study of the lateral brace for columns is significant

    作為廠房的組成部分,廠房的側向的研究有其重要的現實意義。
分享友人