框標軸 的英文怎麼說

中文拼音 [kuàngbiāozhóu]
框標軸 英文
fiducial axis
  • : 框名詞(框架; 框子) frame; case
  • : Ⅰ名詞1 [書面語] (樹梢) treetop; the tip of a tree2 (枝節或表面) symptom; outside appearance; ...
  • : 軸Ⅰ名詞1. (圓柱形的零件) axle; shaft 2. (對稱部分的直線) axis 3. (圓柱形的纏繞器物) roller; spool Ⅱ量詞(用於纏在軸上的線以及裝裱帶軸子的字畫)
  1. Considering the characters of 3 - axes coordinate system that is not included in ship rectangular frame or inertial frame, compensation conditions are deduced through studying the effects of ship - swing. the paper studies how to transfer line velocity and acceleration in the inertial frame to angular velocity and acceleration which correspond each axis, then gives the computer function scheme. servo control scheme which can overcome ship swing and realize moving - target accurate tracking is designed according to inconsistency of radar base angle and beam angle

    針對三系既非甲板坐系又非大地坐系的特點,既研究了船搖對正交三雷達系統的影響,推導實現船搖不變性的補償條件,又研究了將目在大地坐系中的線速度和線加速度濾波值折算到各對應的角速度和角加速度值的計算關系,並作出了計算機功能圖。
  2. This paper discusses the design technology of the navigation platform frame bearing, sets up the corresponding optimization mathematical model and adopts algorithm of the multi - target optimization to optimize structural parameters of the navigation platform bearing

    本論文以國家某重點工程全監控慣導平臺架支承承為研究對象,探討了導航平臺承的設計技術,建立了相應設計優化數學模型,並採用多目優化技術對承進行了優化設計。
  3. 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「矩形柱純架結構」 、 「異型柱純架結構」 、 「異型柱一析架結構」及「異型柱-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,架柱壓比最大增幅小於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;異型柱一析架結構採用「人」字斜撐,側向剛度大於「八」字斜撐和「人一八」字混合斜撐;異型柱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。
  4. Computes a coordinate axis - oriented bounding box

    計算用坐定向的邊界
  5. Standard practice for verification of test frame and specimen alignment under tensile and compressive axial force application

    在拉伸和壓縮向力作用下驗證試驗架和樣品準直精度的準實施規程
  6. Uses a left - handed coordinate system to create a mesh that contains an axis - aligned box

    使用左手坐系創建包含對方的網格。
  7. To build the basic frame as “ one river two lines and one road ” for the center city, namely extend the tongzhou center city the toward the east and the south, the 40 square kilometer etended to 80 square kilometer, can accommodate 600 thousand people, taking one river ( the northern canal ), two lines ( chang1an street extending line, badaling - tongzhou line ) and one road ( the sixth circle line ) as the frame, with the city part of the canal as the axis, the new city square as the center, relying on the symbolic sights belt of the canal and the wenyu river and the city economy, making tongzhou as a modernizational and international shore city with old city revised and improved, the new cities promptly emerging, high quality and prominent characters, and with the water, the greenbelt and the modernized city sights as the city ' s main characters

    構築中心城「一河兩線一路」的基本架,即通州中心城將在現有的基礎上向東南方向拓展,由現有40平方公里擴大到80平方公里,能容納60萬人口,以一河(北運河) 、兩線(長安街延長線、八通線) 、一路(六環路)為架構,以運河城市段為線,以新的城市廣場為中心,以運河、溫榆河志性景觀帶和都市經濟為依託,是一個舊城得到改造提升,新城迅速崛起,具有高品位和鮮明特色,以水、綠和現代城市景觀為主要特徵的現代化、國際化的濱水城市。
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