數字地形文件 的英文怎麼說

中文拼音 [shǔdexíngwénjiàn]
數字地形文件 英文
digital terrain file
  • : 數副詞(屢次) frequently; repeatedly
  • : Ⅰ名詞1 (文字) character; word 2 (字音) pronunciation 3 (字體) form of a written or printed ...
  • : Ⅰ名詞1 (字) character; script; writing 2 (文字) language 3 (文章) literary composition; wri...
  • : Ⅰ量詞(用於個體事物) piece; article; item Ⅱ名詞1. (指可以一一計算的事物) 2. (文件) letter; correspondence; paper; document
  • 數字 : 1. (表示數目的文字; 表示數目的符號) figure; digit; numeral; character; numeric character 2. (數量) quantity; amount
  • 文件 : 1 (公文、信件等) document; file; papers; instrument 2 [自動化] file; 文件保護 file protection; ...
  1. Topographical maps are the principal frame form of gis, and realization map digitizing and offering gis basic spatial data is one of the important research fields in surveying and gis, which is also necessity of development of science and technology. based on building gis - oriented topographical mapping system theories, this themes apply the advanced objectarx technology, aim at topographical mapping and exporting to gis, and resolve several key problems, such as symbols analysis and building, dtm and contour line automatic drawing, topographical map adjoining, digital image rectifying etc. and it offers models and arithmetic, realizing the general functions of gis - oriented topographical mapping system

    以建設面向gis的測量繪圖平臺理論為基礎,以autocad平臺下objectarx開發技術為核心,圍繞圖的成圖和入庫( gis據庫)這一課題,對其中的關鍵技術難題? ?符號庫的建立與實現、 dtm與等高線的自動繪制、圖接邊、化柵格圖像的定向與糾正、介面的生成等進行了研究分析,提出了相應的模型和演算法,實現了面向gis的測量繪圖系統的基本功能。
  2. The interface is written by vb, the seek - calling system transfers ddl dynamic linking inventory directly and easy to understand. digital seismic instrument automatic seek - calling system is certificated effective to improve the survey efficiency through theory analyzing and experiment in the field

    震儀每次採集據后,,通過串口將該批據送入尋呼計算機中,尋呼計算機對該據進行識別,分批將採集據送到相應的尋呼機上。
  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在水平震作用下,並考慮風荷載組合,分別對「矩柱純框架結構」 、 「異型柱純框架結構」 、 「異型柱框一析架結構」及「異型柱框-剪結構」等四種結構體系,通過改變結構參,運用空間有限元方法,進行震作用計算。系統分析研究「結構振型」 、 「振動周期」 、 「結構側向剛度」 、 「結構震反應力」 、 「樓層震剪力」 、 「結構側向位移」 、 「層間位移角」 ,以及「構內力」 。結果表明:在等面積原則下,異型柱代換矩柱后,結構剛度增大,側向位移明顯減小,震反應力略有增加,框架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;水平震作用力與整體坐標夾角為0度時,結構震作用效應較大,屬結構設計的控制因素之一;異型柱框一析架結構採用「人」斜撐,側向剛度大於「八」斜撐和「人一八」混合斜撐;異型柱框一剪結構側向剛度大、位移小,構內力增大適中,是一種抗震性能優越的結構體系:在抗震設防烈度較高區( 8度)和抗震不利的建築場( m類場) ,採用異型柱結構體系時,應盡可能減輕結構自重,降低震作用力;分別採用「振型分解反應譜」法和「時程分析」法進行震作用計算,兩種方法所得結果基本一致。
  4. Firstly, the theory and characteristic of comgis is studied. secondly, the key techniques, such as map digitalization, autocad dxf file conversion, computational gridding, methods for interpolation, the 3d terrain visualization, and the results correction, are introduced. and lastly, a framework on numerical modeling is implemented and applied in a practical research work on coastal engineering

    首先介紹了組理信息系統的原理和特點;接著重點討論了前處理過程中各種關鍵的技術,包括化技術、據讀取方法、計算網格生成技術、插值方法的選取、可視化技術以及計算結果修正方法等;最後本提出了前處理系統的設計框架,並結合一個海岸動力值模擬的研究實例,討論了前處理系統的具體應用。
  5. On the basis of geographic information system, the data files of foreshore terrain in shanghai about twenty years are exported with the support of digital elevation model. basing on these files, the foreshore digital terrain model is established

    理信息系統的平臺上,本藉助高程模型,導出上海市近二十年灘塗,並以此為基礎建立了灘塗模型。
  6. First, the thesis designs a whole geo - spatial data bank. generally, it involves in fundamental information preparation, writing standards, graph layer division, graph digitizing, collection of attribute data, edition, topological treatment, pretreatment, graph splicing, incorporation of attribute data and the final establishment

    首先對研究區學空間據庫進行了整體設計,大體經過基礎資料準備、制定化圖層及屬性格式標準、劃分圖層、化圖與採集屬性據、編輯修改與拓撲處理、進行預處理、圖幅拼接與屬性據合併,到學空間據庫建立。
  7. In this thesis, the position and function of java platform in the model of the dtv middleware has been briefly introduced. the system structure of java has also been studied. on the basis of analyzing the implementation mechanism of java awt especially, the thesis has presented a scheme porting awt to fltk graphic library and has offered a complete implementation on embedded mircowindows window - system

    首先簡要介紹了java平臺在電視中間模型中的位和作用,其次,研究了java的體系結構,重點分析了javaawt部分的實現機制,並以此為基礎,提出了基於fltk圖庫的awt實現方案,之後在microwindows窗口系統上給予了較為完整的實現。
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