single-frame analysis 中文意思是什麼

single-frame analysis 解釋
單幀分析
  • single : adj 1 僅只一個的,單獨的;單式的;【植物;植物學】(花等)單瓣的;【無線電】單工的,單次的。2 獨...
  • frame : n 1 機構;組織;系統。2 結構,框架,構架,骨架,骨骼。3 體格,身軀。 4 精神狀態,心情。5 【園藝】...
  • analysis : n. (pl. -ses )1. 分解,分析;【數學】解析。2. 梗概,要略。3. 〈美國〉用精神分析法治療(= psychoanalysis)。
  1. In this paper, a single - frame fringe analysis method is presented, in which subdivided fringe is modeled by linear phase and the coefficients are extracted by complex wavelet transform ( cwt )

    摘要本文提出了利用復數小波變換對干涉圖象相位進行分塊線性擬合的一種新穎的單幀干涉圖象分析方法。
  2. Firstly, for the system of moulding board and support frame in construction the side pressure and screws are analyzed. the material and structure form of support frame are discussed. the design of support frame uses the method of limited state, and also it analyses the integer stability, part stability, and single stability, and then proposes the load analysis of multi - level support frame

    首先,針對轉換層梁模體系及支撐架施工,重點分析了轉換層結構現澆混凝土對模板側壓力值及模板對拉螺桿的計算;討論了轉換層支撐體系的形式及構造,詳細論述了基於極限狀態設計的支撐架計算方法,包括縱橫向水平桿的強度驗算、立桿的整體穩定性、局部穩定性、單肢桿件穩定性等驗算,並提出了多層支撐架的施工荷載計算方法。
  3. Furthermore, the dynamic responses of single deck supported by single pillar are also considered as for the fatigue strength analysis, the fatigue life assessment of the junctions of transverse web frame and side shell, and the junction of pillar and transverse web frame are investigated

    在疲勞強度分析中,本文針對汽車運送船甲板下方橫向桁材與側板接合部分發及艙柱與橫向桁材接合部分進行疲勞壽命分析。
  4. Visual analysis of human motion has been receiving increasing attention from researchers in the fields of image processing and computer vision during the past few years. it has a lot of applications in virtual reality, smart surveillance system, advanced user interface, motion analysis and video compressing, etc. this paper focuses on the technology of human motion tracking based on video, first, we make a summarization of the domestic and overseas status of the research in this field. on the basis of this, we analyse the technical difficulties of human motion tracking. as most of the existing model - based methods of human motion tracking perform not so good in some situation as they need mannual intervention, and also the precision of tracking is not so satisfying during the research of tracking of walking people because of the self - occlusion of legs, this paper proposes an algorithm of automatic detection and tracking of legs of the walking people based on monocular image sequences, in which we analyse the features of walking people, track the five joints of lower limbs, get various parameters, and then re - construct the walking process. the main research achievement is as follows : 1 ) we propose an algorithm of markerless automatic extraction of leg skeleton. first we divide the video into continuous image sequences, after background subtraction, the satisfying human region could be extracted, then we get a single - connected region by converting the rgb image to binary image and median filtering. afterwards, the contour of lower limbs in the frame with a widest boundingbox is detected, using sobel operator, to find the ankle joint of leg behind according to the features and rules of walking, then, the joint of knee of leg behind, hip, ankle of leg in front, knee of leg in front could be got in turn. so, model of leg skeleton is constructed

    首先將視頻分解成許多連續的靜態圖像幀,經過背景去除,把感興趣的人體區域提取出來,通過二值化,中值濾波等預處理方法得到只有人體的一個單連通區域,然後用sobel運算元檢測出boundingbox最寬幀中人體下半身的輪廓,根據運動規律及特徵找到後腿踝關節點,結合從boundingbox最窄幀中所獲取的腿長依次得到後腿膝關節,跨部關節,前腿踝關節,前腿膝關節四點,從而構建出腿部骨架模型。 2 )實現了人體步行腿部骨架的跟蹤演算法。在完成對腿部骨架模型的自動初始化之後,本文對跨關節、膝關節及踝關節分別採用運動建模、圓周相交定點演算法、運動預測及預測點周圍搜索rgb相似矩形塊三種方法確定每一幀中其實際坐標,從而重構出腿部骨架的運動過程。
  5. For the first time, based on frame structure with large thick raft plinth and many engineering examples, analytic method of interaction that means the analysis on three parts above as a whole with a full consideration of interaction thereof that met the need of the deformation correspond on the boundary was used to research on the interaction of structure and groundsill in this paper. and five models were adopted, which were : ( 1 ) a tube with symmetrical double - axis structure and symmetrical loads, ( 2 ) two tubes with symmetrical double - axis structure and symmetrical loads, and ( 3 ) a tube with symmetrical single - axis structure and symmetrical loads, and ( 4 ) two tubes with symmetrical double - axis structure and unsymmetrical loads, and ( 5 ) two tubes with unsymmetrical structure and loads. based on the middle - thick slab theory from mindli and the model for groundsill from winkle, the deformation character of raft foundation and the distributing rule for resisting force of fundus were studied in details by using b ig - style fem ( finite element member ) software, ansys

    本文結合了大量的工程實例,以大底盤框架厚筏結構形式為研究對象,針對單個和多個塔樓布置於同一個大底盤框架厚筏基上的復雜結構體系,分( 1 )一個塔樓:結構布置雙軸對稱,荷載對稱的情況; ( 2 )兩個塔樓:結構布置雙軸對稱,荷載對稱的情況; ( 3 )一個塔樓:結構布置單軸對稱,荷載對稱的情? ; ( 4 )兩個塔樓:結構布置雙軸對稱,荷載不對稱的情況; ( 5 )兩個塔樓:結構布置和荷載均不對稱的情況等五種組合情況,全面系統地探討了上部結構?基礎?地基相互作用的大跨度基礎、基礎板變形特徵及其基底反力的分佈規律。
  6. Finally, the author, in respect of the policy choice of rmb exchange rate, presents the view that the system of a single, managed floating exchange rate should be a reasonable option to the system of rmb exchange rate. on the basis of the analysis on the drawbacks in the forming mechanism of rmb exchange rate at present, the author designs the general frame of the mechanism of rmb exchange rate under the system of a single, managed floating exchange rate and proposes corresponding reform measures and policy suggestions

    最後,就當前人民幣匯率政策的選擇,提出重歸單一的、有管理的浮動匯率制度是人民幣匯率制度的必然選擇,並在分析目前人民幣匯率形成機制存在的缺陷的基礎上,對管理浮動匯率制度下的人民幣匯率機制進行了總體設計,提出了相應的改革措施與政策建議。
  7. At the same time, the paper expounds the calculation theory and force character, i ncluding wall stiffness, equivaluent stiff, covert stiff, displaceme of single wall, entire stiffness calculation and internal force analysis etc. on the basis of the above theory, the paper carries on the program analysis and frame design of light composite wall

    本論文系統地研究了lc復合墻結構設計理論,提出了一個有所見解的平面抗側力分析模型。論述了剪力墻的受力特點及計算方法,包括每一類剪力墻的剛度、等效剛度、折算剛度、內力位移計算及整體單向抗側力結構計算等內容。
  8. Therefore, it is no time to delay that refining the design method of tall buildings. in this paper, tall frame and layered soil are treated as a single continuous system and an interactive analysis method is presented using finite element method and finite layer method. the settlement of foundation and the internal force of the frame are calculated with different stiffness of the superstructure

    本文基於共同作用分析法研究高層框架和樁基礎的設計,即將高層框架與樁基礎視為一個統一的整體,採用有限元和有限層法進行共同作用分析,研究了上部結構剛度變化等因素對基礎沉降與框架內力的影響,並與常規設計法進行了比較分析,為改進和提高框架結構設計的安全和經濟提供了依據。
  9. In the area of elasto - plastic dynamic analysis of frame with friction energy dissipation, the design - oriented nonlinear seismic response time history analysis method for frame with friction energy dissipation has been set up. and the corresponding program idaff is developed using visual c + + language ; the analytic solution of a single - damped - story braced frame with friction energy dissipation under the sine wave excitation has been give ; besides these, a vibration reduction analysis of multi - story frame with friction energy dissipation has been given in the paper and some useful conclusions have been drawn

    在摩擦耗能框架結構彈塑性動力分析方面,本文建立了面向設計的摩擦耗能框架結構非線性地震反應時程分析方法,並利用vc + +編制了相應的程序idaff ;給出了帶有摩擦耗能器的有阻尼單層框架在正弦波激勵下反應的解析解;同時本文從多自山度的角度出發對摩擦耗能框架的影響因素進行分析,得出相關的結論。
  10. And then, after the analysis of strengthening the internal control system in chinese corporation businesses, the article expounds the internal control from the angles of business administration. because of the double - arrangement of internal control in chinese businesses, thus is. the internal control with both the owner ( stockholder ) and the manager as the mainbody, and of the fact that the internal control is usually manipulated by the manager in practice, the internal control of the first arran gement should be externally manifesped so as to achieve the special control effect with the aid of external control procedure. meanwhile. the optimization of capital structure should be paid attention in the internal control of corporations due to the close relationship between the internal control and the capital market. finally, the thesis suggests that the corporation internal control make the whole and the single design based on the frame of the internal control system, proposes the feasible counter - measure perfecting the internal control of corporation business consists of the standard system of internal control formulated by the government department and the compulsory internal control audit

    在此基礎之上,針對我國公司制企業加強內部控制的必要性分析,從公司治理的角度闡釋企業內部控制,由於我國公司制企業內部控制具有雙層性,即以所有者(股東)為主體的內部控制和以經營者為主體的內部控制,且實踐中內部控制為經營者所操縱,應將第一層次的內部控制外部化,藉助外部控製程序達到其特殊的控制效果;同時,根據內部控制與資本市場之間的密切關系,公司內部控制建設必須關注資本結構優化問題。對於我國公司制企業內部控制構建,應以內部控制框架為基礎,具體從整體和單項分別設計內部控制制度。最後,本文提出我國公司制企業內部控制的完善應從兩方面入手:一是由政府監管部門制止內部控制標準體系,二是對內部控制審計作出強制性的安排。
  11. In the analysis of this paper, tall frame is divided into space beam element, layered foundation is divided into finite layer, and the stiffness of a single pile is determined by q - s curve

    本文分析時將空間框架離散為空間桿件單元,將成層地基離散為有限層元,採用q - s曲線確定單樁剛度,建立了考慮空間框架與樁基共同作用的有限元和有限層模型。
  12. Sds - page and activity staining analysis revealed that all of clones 2, 5 and 9 exhibited a single active band with 83 - kd in size, whereas clone 3 exhibited four different bands with 64 kd, 70kd, 76kd and 83 kd after construcing a series of deleted subclones from the plasmid prepared from clone - 5, a complete nucleotide sequences comprising of 3, 205 bps wes determined. one open reading frame ( orf ) was found in this sequence, which was comprised of 2, 661 bps and could encode a polypeptide with 887 amino acid residues

    利用基因分析軟體genetyx對clone - 5質粒的核苷酸序列進行分析,並搜索日本dna數據庫( dnadatabankofjapan ,簡稱ddbj ) ,推斷clone - 5質粒的幾丁質酶基因含有一個2 , 261bp的開放閱讀框( orf ) ,編碼一條887個氨基酸的幾丁質酶蛋白; orf上游有一個啟動子。
  13. At the same time, in coordination with the analysis and the study based on the test on site, the comparison of theory result with field measurements has been taken, as well as the comparison of frame - tube with single wall interaction behaviors

    同時,結合現場原位實測研究及分析,進行了理論計算結果與現場實測結果的對比以及整體結構和單片墻結構共同工作性狀的對比。
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