斜角架 的英文怎麼說

中文拼音 [xiéjiǎojià]
斜角架 英文
angular mount
  • : 形容詞(跟平面或直線既不平行也不垂直的) oblique; slanting; skew; bevel; diagonal; askew; inclined; tilted
  • : 角Ⅰ名詞1 (牛、羊、 鹿等頭上長出的堅硬的東西) horn 2 (古時軍中吹的樂器) bugle; horn 3 (形狀像...
  • : Ⅰ名詞1 (用來放置東西或支撐物體等的東西; 架子) frame; rack; shelf; stand 2 (毆打; 爭吵) fight;...
  • 斜角 : [數學] [物理學] oblique angle; [機械工程] bevel angle斜角規 miter square; bevel; bevel square; sa...
  1. Treatment of hoisting problem of oblique pyramidic latticed frame

    一起放四錐網吊裝問題的處理
  2. Design of oblique quadrangular pyramid latlice framed structure and test research

    放四錐網結構設計及試驗研究
  3. I dropped into the hollow, lifted the side of the tent, and there was ben gunn s boat - home - made if ever anything was home - made : a rude, lop - sided framework of tough wood, and stretched upon that a covering of goat - skin, with the hair inside

    我跳到窪地里,掀開帳篷的一,看到了本葛恩的小艇。這是一隻再簡陋不過的小艇,木料粗糙,底船用毛朝里的山羊皮包起來。
  4. The linear elastic slope deflection equations of gable portal frames when occur the side - sway and non - sway buckling are derived. the equations considere the rafter slope and the vertical uniform loading subjected on the rafter. the established equations of non - sway buckling can consider the effect of snap change effect of gable frame

    推導了山形門式剛有側移失穩和無側移失穩的線彈性位移方程,方程考慮了梁傾樑上豎向均布荷載的影響;建立了能考慮山形門式剛跨變效應的無側移失穩位移方程。
  5. Its mast can be installed in inclination according to the requirement of construction the angle between the axis of mast and vertical line should be 10, while the floor of cage always remains level

    該系列升降機無對重,導按施工需要而傾安裝導軸線與鉛垂線夾10 ,但吊籠地板始終與水平面平行。
  6. Angled squat rack

    深蹲
  7. Based on the analysis of the experiment results, it is regarded that the seismic behavior of the truss src columns is higher than those of rc columns. the steel requirements, the crosswise rod dimension and the welding quantity are the main factor, which influence on the truss type src columns

    通過對試驗結果的分析,認為配置鋼桁式空腹鋼骨的鋼骨混凝土柱的抗震能力明顯高於鋼筋混凝土柱,配鋼率和腹桿的大小與焊接質量是影響桁式空腹鋼骨的鋼骨混凝土柱的主要因素。
  8. This paper investigates the two interrelated problems from the following two parts : first part, a polar coordinate quasi - geostrophic barotropic model, a cartesian coordinate quasi - geostrophic barotropic model, a quasi - geostrophic baroclinic model, and a quasi - geostrophic barotropic vorticity model under the condition of non - stationary typhoon circulation are designed within the framework of advection dynamics, and systematically dynamic studies on effects of different physical processes on the intensity of typhoons are conducted

    研究內容分兩個部分。第一部分,在平流動力學框內設計了一個極坐標準地轉正壓模式、一個直坐標中準地轉正壓模式、一個準地轉壓模式、以及一個非定常臺風環流條件下準地轉正壓渦度模式,對引起臺風強度變化的不同物理過程進行了較系統的動力學研究。
  9. In the paper, the method of equivalent stress is adopted to confirm the outside force of the truss model, and the factor of the angle of inclined column is considered. a design method of the wall was suggested

    採用等效應力法確定了桁模型的外力,即薄壁柱傳來的荷載,其中考慮了柱的傾以及反映薄壁柱與轉換梁共同作用的薄壁柱端部塑性發展系數的影響。
  10. Steel structure of light - weight buildings with gabled frames is a widely used steel structural style in china at present. this paper starts with the deficiency of the specificaion in calculating the effective length factors of gable portal frames. when the gable portal frame subjected to the vertical uniform loading, it conducts the arch effect ? 1. rafter axial force is large when the slope of rafter is big

    門式剛輕型房屋鋼結構體系是目前廣泛應用的一種結構形式,本文從規范中門式剛柱的計算長度系數取值的不足出發,針對山形門式剛在豎向均布荷載作用下產生的拱效應? ? 1 、梁傾較大時產生較大的梁內軸力; 2 、產生跨變效應; 3 、高跨比較小的山形門式剛會發生躍越失穩,採用整體分析的方法對山形門式剛的穩定進行了分析。
  11. Optimization design of the diagonal square pyramid double - layer space grids

    放四錐網結構優化設計
  12. Reinstated slopes underneath ngau kok wan viaduct completed stone pitching works underneath cheung shue tau viaduct

    在牛灣高道路下復原后的
  13. 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水平地震作用下,並考慮風荷載組合,分別對「矩形柱純框結構」 、 「異型柱純框結構」 、 「異型柱框一析結構」及「異型柱框-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」 ,以及「構件內力」 。結果表明:在等面積原則下,異型柱代換矩形柱后,結構剛度增大,側向位移明顯減小,地震反應力略有增加,框柱軸壓比最大增幅小於8 % ,結構整體抗震性能有所提高;當異型柱肢長肢厚比小於等於3 . 6時,結構有利於抗震;水平地震作用力與整體坐標夾為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;異型柱框一析結構採用「人」字撐,側向剛度大於「八」字撐和「人一八」字混合撐;異型柱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) ,採用異型柱結構體系時,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。
  14. Basic function : heat source is anti - blast infrared - tube made of microcrystal quartz ;, continuosly variable mattress tilt, radiant head can two - directory rotate on horizon, x - ray cassette shelf under infant bed ; high - bright erdiate lamp detect lightness ; advanced microprocessor control temperature system, auto - heated mode, separately display set temperature and real temperature ; 4sound - light alarm capacity : set - off, fan, sensor, over temp.

    基本配置:採用了防爆型微晶石英紅外管作輻射熱源,嬰兒床度有級可調,輻射頭可在水平位置上雙向隨意轉動,嬰兒床下內設有x光暗盒,檢查照明採用高照度射燈,溫度控制系統採用先進的計算機控制,自動加熱方式,設定溫度和實際溫度分屏顯示,有四種聲光報警功能(溫度上下偏差、傳感器、斷電、超溫) 。
  15. The specimen is mounted in a special holder which fits into the bore of the objective lens and enables the specimen to be tilted through angles greater than 30 about two orthogonal axes so that appropriate crystallographic analyses can be carried out

    樣本被在特殊的支上,支被放置在目標透鏡的圓孔中,使得標本傾度能夠超過30穿過兩個正交的,然後適用的晶體學分析再展開。
  16. The thesis classifies the underpass bridges according to their behavior characteristics, and static and dynamic behaviors of two main structures are analyzed, compared and concluded. based on the behavior characteristics of underpass bridges with different skew angles some useful suggestions are then given for their design. also, the construction methods of underpass bridges are summed up and each methods " process is described in detail

    本文按照地道橋的受力特點對其進行了分類,對其中兩種主要結構的靜力、動力特點進行了分析、比較和歸納;基於框地道橋在不同度下的受力特徵,對其結構設計提出了有用的建議;總結了地道橋的兩類施工方法,並較詳細地闡述了它們各自的主要過程;結合某地道橋設計計算實例,介紹了在結構設計方面的實用理論和方法。
  17. Study and application of point - supported diagonal square pyramid grids

    點支承放四錐網的研究與應用
  18. Application of false - inclined flexible shield mining system in coal face with seam pitch less than rest angle of waste

    柔性掩護支採煤法在煤層傾小於矸石安息工作面的應用
  19. When pile up the roller in the wall or ( carriage vertixally ), the best gradient is 5 - 8

    輥棒靠墻(或支撐)豎直堆放時,傾度5 - 8度為宜。
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