骨架模 的英文怎麼說

中文拼音 [jià]
骨架模 英文
skeleton pattern
  • : 骨名詞1 (骨頭) bone2 (物體內部的支架) framework; skeleton 3 (品質; 氣概) character; spirit ...
  • : 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;...
  • : 模名詞1. (模子) mould; pattern; matrix 2. (姓氏) a surname
  • 骨架 : 1. (骨頭架子) skeleton2. (在物體內部支撐的架子) framework; frame; carcase; carcass; armature; bone; scaffolding
  1. And the explicit finite difference method, the combining method of the central difference method and newmark s constant average acceleration method, and the transmitting boundary are used. by comparing the acceleration determined by the several methods of the displacements or velocities, a computing method of acceleration employed the one side difference of velocity is more practicality in this research. corresponding to normal incidence of the body waves, p waves or svwaves, and rayleigh surface waves, two two - dimensional finite difference programs are compiled to compu te the dynamic response of two - phase media

    以土力學型為基礎,利用以土和孔隙流體的四個位移為基本未知量的數值方法去擬二維飽水介質中的地震波傳播,採用了顯式差分方法(中心差分法和newmark常平均加速度法結合)和透射邊界,通過比較利用幾種差分格式求解的加速度結果,發現一種用速度單邊差分求解加速度的方法在本文研究中較為實用,分別編制了體波( p波或sv波) 、 rayleigh面波輸入時求解兩相介質動力響應的兩個二維數值分析程序。
  2. The relations between relative measurementerror resulting from temperature and heat distensibility coefficient of coil ’ s framework andwindingcoilwerecarriedout. theinfluenceofelectromagnetisminterferenceontheaccuracyof rogowski coil, as well as the effect of temperature on integraph, were studied. somemeasures based on the above investigating results were proposed to insure the precision ofrogowski coil sensor head, such as the selection of materials and facture methods, improvment of technics and design of additional compensation

    利用建立的rogowski線圈的數學型對溫度和外界干擾磁場的影響進行了分析,得出了溫度造成的相對誤差與線圈和繞組線圈熱膨脹系數之間的關系;從兩個方向上分析了干擾磁場對線圈精度的影響;分析了溫度對積分器的影響等。
  3. With the fea software ansys and shell element which has high - precision, this dissertation optimize the size and thickness of skeleton section and seek steel pipe which still have strength and stiffness surplus under static state working condition : sinkage of 240mm of rear wheel. it ' s fully loaded in the state of static bending and torsion. after that, amelioration is achieved for even strength design

    本課題運用ansys有限元分析軟體,並且使用精度較高的shell殼單元作為建單元,在靜態條件下,通過對左右後輪下沉240mm的彎扭聯合工況的擬分析,尋找出中存在強度和剛度富裕的構件,使之達到輕量化改進的目的。
  4. Framework models provide an excellent view of the skeletal shape of a molecule.

    骨架模型提供了分子形狀的極好圖象。
  5. Testing on artificial samples with conducting rock grains it proves that the model can be applied in clay - free porous rocks with conducting grains, but formation water resistivity must be less than rock grain resistivity

    通過一組導電的人造巖樣的試驗,表明該型可以用於不含粘土的導電的巖石,但地層水電阻率應小於顆粒電阻率。
  6. The experiments of artificial samples with conducting rock grains show that the model may be applied in clay - free porous rocks with conducting rock grains, with a condition of formation water conductivity being larger than rock grain conductivity

    通過一組導電的人造巖樣的試驗,表明該型可以用於不含粘土的導電的巖石,但地層水電導率應大於顆粒電導率。
  7. According to mechanics theory the formulary of flexural rigidity, axial rigidity, shearing rigidity are deduced. the framework membrane structures are widely used present. the nonlinear finite element method is used in this dissertation, after form - finding the shape are overlapped the framework structure, the shape and the framework structure make up integrality structure, the nonlinear finite element method is employed, due to deadweight and wind load and snow load and self - stressing the response of the framework membrane structures are analyzed, and computation results of integrality model and dividing model have been compared

    式膜結構是目前應用最廣泛的的膜結構,本文運用非線性有限元理論,將找形后的膜面覆蓋在結構上,膜面與鋼結構組成整體,採用非線性有限元方法對式膜結構在自重和自應力、風荷載、雪荷載等共同作用下的反應進行了分析,對膜結構和結構分開計算和整體計算型進行了比較。
  8. In this thesis, four types of steel beam - rectangular cfst column connections, including normal welded flange plate ( wfp ) connection, bolted flange plate ( bfp ) connection, stiffened end plate ( sep ) connection and double split - tee plate ( dst ) connection, were designed based on the configuration of steel frame connection. total 8 models, 2 models of each kind of connections were tested under low - reversed cyclic loading at the end of cfst columns. the relationships between force and displacement at the end of columns, the relationships between the moment and rotation of the joints, degradations of strength and stiffness, ductility, failure mechanism and failure characteristics of these four connections under different axial - compression ratios were presented

    本文借鑒鋼框節點構造,設計了四種類型矩形鋼管混凝土柱與鋼梁連接節點,包括常規栓焊( wfp )節點、翼緣全螺栓連接( bfp )節點、雙t板連接( dst )節點以及加勁端板連接( sep )節點,進行了四類節點8個型試件在柱端低周反復荷載作用下的抗震性能試驗研究,比較了不同軸壓比下節點的滯回性能、強度與剛度退化、延性、破壞機理與破壞特徵,主要結論有: 1 、節點的位移滯回曲線與轉角滯回曲線為塊型分佈,沒有或略有捏攏現象,耗能能力強; 2 、軸壓比對節點滯回曲線有顯著影響,全部節點都有顯著的剛度退化; 3 、位移與轉角曲線在峰值荷載後有較長的水平或下降段,具有良好的延性性能; 4 、從整體抗震性能上看,翼緣全螺栓連接節點、雙t板連接與加勁端板連接節點都優于常規栓焊節點,可在實際工程中加以推廣。
  9. With the rapid development of railway construction in china, the network size has been continuously expanded, the net framework strengthened and the network structure optimized. at the same time, the task of railway transportation has been more and more onerous, then the railways are constructed in different ages, complex geological conditions and effected by their designs and constructions as well, in addition, the railways are making advances to speed - up and load - over now, so many railway roadbed have the existence of all kinds of diseases in different degree. these diseases effect badly the normal railway operation, even they may bring about catastrophic accidents

    隨著我國鐵路建設的飛速發展,路網規不斷得到擴大,路網不斷得到加強,路網結構不斷得到優化,但與此同時,鐵路部門運輸任務日趨繁重,加之我國鐵路修建年代不同、地質條件復雜及受當時設計施工等因素的影響,且目前我國鐵路正朝著高速重載方向發展,許多線路路基存在著不同程度的病害隱患,嚴重影響列車的正常運營,甚至造成災害性的事故。
  10. 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、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,從而重構出腿部的運動過程。
  11. The static and dynamic parameters of optimized body frame are obtained and compared with original design

    對優化后的車身骨架模型進行有限元分析,將其動、靜特性參數與原設計作比較。
  12. Human skelecton model is composed of joints and bones

    人體骨架模型主要由關節和骼構成。
  13. The human skelecton modeling, ik and human walking are the primary studying

    我們著重研究了人體骨架模型、 ik運動和人體的行走運動。
  14. The initial skeleton model is obtained by matching standard skeleton template to the given geometric model of a person, to improve the precision of matching, and the visual skeleton edit tool can be utilized

    首先定義一個標準的虛擬人骨架模板,通過骨架模板與人的幾何型的自動匹配,得到初始的骨架模型;然後利用可視化的編輯工具,就可以很容易地生成個性化的虛擬人
  15. To render a intuitive scene and to be convenient to modify the model ' s poses by users, i did a deeper research and made an entity model and a realistic framework model. we can figure out the angles of every human part and their rotation axes based on the 3d coordinates of the human key points, then act them on the 3d models to generate the right poses

    為了更加直觀和方便人體姿態的人工修改,本文進行了更深入的研究,建立了人體實體型和逼真的人體骨架模型,並根據各關節點的三維坐標計算出了人體各環節之間的夾角和旋轉軸,然後將之作用於三維人體型生成相應的姿態。
  16. After introducing key technologies of top - down assembly modeling of mechanical products based on parametric technology, a new method for assembly modeling is put forward by taking skeleton model as bridge in top - down assembly modeling design, and a practical scheme of assembly modeling for complex products ancler concurrent design is given

    摘要介紹了基於參數化技術的自頂向下機械產品裝配建中的關鍵技術,提出通過構建裝配體骨架模型,以骨架模型作為實現產品自頂向下設計信息溝通的橋梁,實現裝配體建設計,為復雜產品的并行設計提供了一切實可行的建方案。
  17. The traditional way of sandstone correlation based on the geometrical similarity of well - logs which emphasizes " based on the cycle and correlating from larger to smaller " has shown its theoretical limits when explaining the correlating and the scale, geometry, continuity, connectivity of sandstones and the law of the reservoir property. it has been an urgent and difficult subject to find new theory and methods to solve the reservoir correlation and property prediction. it ' s a new way to correlate strata and found framework of reservoir through the process - response analysis in the base - level cycles

    儲層骨架模型是建立儲層地質型的前提和關鍵,建立在測井曲線相似性基礎上的傳統「旋迴控制,分級對比」原則在進行高含水期精細對比時表現出地層學理論依據不足,在解釋小層段的砂體對比方面,在解釋不同層位砂體規、形態、砂體連續性、連通性和儲層物性的變化規律方面缺乏有力的理論支撐。
  18. For the bus - shackle structure near the early failure spot, this thesis established the real 3d full - scale mockup, and spliced it in the bus body frame model founded by the unique board - shell elements to calculate the local stress distribution and the stress concentration, using it to carry on the comparison with the obtained result of the simplified mechanic model

    對于早期失效部位附近的吊耳結構,建立了真實的三維實體型而且將其拼接到全板殼單元的客車車身骨架模型上進行局部應力分佈與集中計算,並將其與採用簡化力學型的計算結果進行了比較。
  19. In the light of the method of top - down, the author put forward the concept of product function structure tree, which was used to express the product ' s function structure during the conceptual design. based on it, the product structure was expressedthe paper studies the definition of the function model which supports the method of top - down design, and the expression of function model based on binary - tree was also put forward in the thesis. for the abstract description of parts in the assembly level and the integration with other systems during the whole life circle of the products, the concept of assembly model was presented, the definiton, classfication and expresstion method of assembly feature was studied in this thesis. the representation of assembly relationship and data structure of the assembly model based on diagram was further studied. for the constraints transfer between function model and assembly model, an hierarchical component model is presented. an arithmetic of the change of assembly relationship when assembly model changing was also studied. fmally, a system named fb - tpms, which using object oriented programming technology and pro / toolkit, was developed

    為了支持在裝配層次上的零件的抽象建,提出了骨架模型的概念,並討論了裝配型的建立方法。根據前述裝配型有關研究,探討了從功能型到裝配型以及從上一級裝配型到下一級裝配型的數據和約束傳遞問題,並用層次化單元裝配型得以解決,同時提出了裝配型變動時引起的裝配關系的變化的有關演算法。在論文的最後部分用用面向對象的程序設計方法,結合課題要求,研究了支持自頂向下設計方法的裝配建系統fb - tpms 。
  20. According to the actual structure and the real size of the defective bus, this thesis has accurately established the bus body frame model using the board - shell element, carried on the analysis of the body frame strength and stiffness, and obtained the stress distribution and concentration result of the bus body frame. finally we found the reason, which causes the body frame early failure problem

    本文根據問題客車的實際結構和尺寸準確地建立了全板殼單元大客車車身有限元計算型,對車身的強度和剛度進行分析,得到了全板殼元客車車身骨架模型的應力分佈與應力集中結果,找出了車身早期失效的原因。
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