整體平移 的英文怎麼說

中文拼音 [zhěngpíng]
整體平移 英文
mass translation
  • : Ⅰ形容詞1 (全部在內; 完整) whole; all; complete 2 (整齊) neat; tidy; orderly Ⅱ動詞1 (整理; 整...
  • : 體構詞成分。
  • : Ⅰ形容詞1 (沒有高低凹凸 不頃斜) flat; level; even; smooth 2 (高度相同; 不相上下) on the same l...
  • : Ⅰ動詞1. (移動) move; remove; shift 2. (改變; 變動) change; alter Ⅱ名詞(姓氏) a surname
  • 整體 : ensemble; whole; entirety
  1. And understanding and studying the spectral features and variation rules of geo - targets in the experimental area, raising that it is the basis of geo - targets information collection with imaging spectrometer data to understand spectral features and variation rules of geo - targets, realizing that in a great extent spectral - integrated - form - based classification method can remove the phenomenon of " different spectrum with same objects " resulted from reflection ratio curve translation because of the angle change among sensor, targets and observation direction, and the average and variance images can be introduced to solve the problem of two kinds of geo - target with similar spectral forms and much different values of whole reflection ratio. it is suggested that " red edge " range bands of vegetation, which has close relationship with vegetation cover and biomass, is the main characteristic bands and important basis for careful vegetation classification and quantitative retrieval, and pixel - based derivative spectral analysis is very useful for removing the effects of soil background values and quantitatively retrieving vegetation biomass and cover. the remote sense quantitative retrieval model is developed for main appraisable factors of desertification monitoring assessment with imaging spectrometer data and then the applicability of model is analyzed

    研究結果如下:首先針對荒漠化地區的地物特徵,對高光譜數據不同波段的數據質量、波段組合進行了評價,提出了適用於荒漠化監測的基本波段選擇集;初步了解和掌握了研究地區的地物光譜特性及變異規律,進一步明確了掌握地物光譜特徵和變異規律是用成像光譜儀數據提取地物信息的基礎;發現了基於光譜形狀的分類方法在很大程度上能夠消除由於傳感器、地物目標觀測方向之間的角度變化引起的反射率曲線整體平移的「同物異譜」現象,對于譜形相似而反射率的值相差較大的兩類地物,通過引入均值和方差圖像參與分類得到解決;研究還表明在植被「紅邊」范圍內的波段是進行荒漠化監測的主要特徵波段,這些波段與植被生物量和蓋度都有密切的關系,是開展精細植被分類研究和植被定量反演的重要基礎;像元的導數光譜分析可以消除土壤背景的影響,是進行植被生物量和蓋度定量反演的有力工具;建立了荒漠化監測主要評價因子的定量反演模型,並分析了模型的適用性。
  2. Conclusion when m / f is about 8 and two equal forces are added on both buccal and palatal sides, there are the uniform stress in the molar and controlled translatory movement

    結論下頜第二恆磨牙近中動時,頰舌側同時加力並且施加適當的近遠中向的力矩,有利於牙齒的動。
  3. This paper presents our research in actuating in - vivo micro - robot based on the capsule endoscope platform by the external power. while seeking secure driving method we take several factors into account, such as driving environment, power transmitting and consuming, motion requirement and controllability, and locating technique. we mainly deal with driving the capsule with spatial gradient magnetic field, so we employ combined electro - magnetic coils, including gradient coils and homogenous coils, which have rotational dof around a translatable patient bed, to compose a controllable uniform gradient which act on the permanent - magnet embedded robot, thereby get an appropriate spatial force and torque to fulfill the anticipant locomotion such as move, stop, pitch and yaw

    基於驅動環境、能量供給和消耗、驅動動作要求及驅動安全性與可控性,定位方案等多方面考慮,尋求安全可靠的腸胃檢查微機器人的外部驅動控制方法,並著重研究直接利用外磁場磁力驅動微機器人:在微機器人內部嵌入永磁性,利用外的組合電磁線圈產生加載電流控制的驅動磁場,其中外部的電磁線圈由多組梯度線圈和勻場線圈組合構成,通過繞病床的旋轉以及病床的共同控制微機器人所在位置的磁場強度及梯度,作用於微機器人內嵌磁以獲得空間意義上的必要驅動力和調轉矩,從而有效地完成驅動動作要求。
  4. 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

    本文借鑒鋼框架節點構造,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個模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 、位與轉角骨架曲線在峰值荷載後有較長的水或下降段,具有良好的延性性能; 4 、從抗震性能上看,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。
  5. Combining this with the relevant theory of data warehouse and cyc technology, we put forward the dualization reform model to a traditional enterprise and the knowledge transfer strategy based on this model. we also build the intelligent crm information structure model based on data warehouse and cyc technology, and propose the ksp ( knowledge service provider ) operation mode about knowledge sharing and cooperative reasoning between enterprises for the first time, and thus get the whole train of thought about constructing " k - business platform " on the basis of organization and technology. this train of thought expounded the leading thought of this paper, including setting up a s upport environment of successful implement and operation for crm, making crm system able to help enterprises achieve more high - level business intelligence ( bi ) and support the crosswise development of enterprises

    然後通過對現代企業組織設計原則及發展趨勢的分析,結合數據倉庫、 cyc技術的有關理論基礎,提出了傳統企業組織結構的二元化改造模型以及在此基礎上的企業知識轉策略,並構造了基於數據倉庫和cyc技術的智能化crm信息結構模型,首次提出企業間知識共享及合作推理的ksp ( knowledgeserviceprovider ,知識服務提供商)運作模式,從而形成了在組織和技術兩大基礎上構築「知識商務臺」的思路,闡明了在企業內建立crm系統成功實施和良好運作的支撐環境,並使crm系統能夠幫助企業實現更高層次的商業智能( bi )和支持企業的橫向聯合發展的主導思想。
  6. The design and implementation of caisson ' s integral launching through translatory moving by gasbag and craning by floating crane barge, together with the economic benefit are discussed

    摘要敘述了氣囊、浮吊吊運沉箱下水施工工藝的方案設計和實施及給工程施工帶來的經濟效益。
  7. In this paper, ansys, the software on finite element analysis, is made use of processing the static and modal analysis on the preliminary models and its " modified ones. by analyzing the results, we can conclude that the stresses on the components of the modified models are tended to equilibration and the location of the branches " brace can also influence stresses and translations on the branches. in addition, the values of the intrinsic frequencies on modified models " are larger than the ones on preliminary models, but the ranges of the frequencies on both models are almost same

    傳統的弧形閘門的支臂結構基本上都是三角架式的,這主要是因為按系進行計算的傳統設計方法忽略了結構的性及弧形閘門的空間結構特點,設計得比較保守,而實際上,將其改為a型結構也存在可行性,本文是利用有限元分析軟? ? ansys對原模型及修改模型分別進行靜態和固有頻率的計算,通過分析比較其結果可知,支臂改為a型后會使閘門的受力趨于均勻,即原模型受力大的部件其應力變小,而原模型受力小的部件其應力會變大;而且a型支臂的支桿在不同的放置位置對支臂的應力和位變化也有一定的影響。
  8. Referring to some type of the structure such as plane truss, grid truss and grid shell, the author dissertates the common construction technique including whole installation, integral propping up, integral lifting, high altitude construction in bulk, member assembly and sliding construction

    結合大跨度鋼結構的各種形式,如面桁架、網架、網殼等,概要的論述了其一般的施工方法、工藝和技術要點,包括吊裝法、頂升法、提升法、高空散裝法、分單元吊裝法和高空滑法。
  9. The deformation of the structure mainly focused on the isolated layers and the superstructure shift as a whole. the interlayer displacement of the isolation system is far low. the earthquake effect of the base - isolated structure is dicided on the horizontal stiffness and elastic and plastic capability of the isolated layer, the base shear, the interlayer shear, th ' e interlayer displacement of the isolation system is far lower than the result of the base - fixed system under the same condition of the superstructure

    橡膠墊隔震結構在水地震作用下的反應以「運動」為主,結構位主要發生在隔震層,上部結構的層間位很小。隔震結構的地震反應主要決定於隔震層的剛度和彈塑性性能。其中,隔震結構的基底剪力,上部結構的層間剪力在多遇地震下,比不隔震時均有所降低。
  10. Through the excel program, and combining the inside and outside environment of the excavation and stress field and displace field, the data of stress and displacement of points are analyzed in variable depth and load grade and terminal state. the spss software has been applied to the statistics of geometry parameter of failure surface, and the failure surface criterion is created by the linearity regression from d ( the longest horizontal distance between the failure surface and the side face of the slope ), ho ( the depth

    此外,應用spss軟對試驗破壞滑弧的幾何參數進行統計分析,並對滑弧的最大水深入距離d及d處至坑底的高度h _ 0結合各水理指標進行多元線性回歸,建立滑面的判據,並對此判據進行修正,且用實際工程對其進行評價,通過反算已知滑面的c 、值,表明邊界條件對破壞形式有極大的干擾作用,所直接看到的破壞類型土不是發生破壞,而是剝落式的潰屈破壞。
  11. Then a simplified computational modal of damping isolation systems is established for a platform structure, and the relationships between the parameters of isolation layer and structural damping ratio, including their vibration - suppressed effect on the whole structure and the relative displacement of isolation layer are studied, and the simulation analysis under several representative load case of random wave force and earthquake affairs is performed. under random wave force, using complex mode theories, non - classically damp problems considering the interaction between the structure and wave, lying in deepwater, are studied. and the resolution solution of structural response are achieved. the results of calculating and analysing show that adding damping isolation to a jacket is an effective way to reduce vibration for offshore platforms

    針對某一典型臺結構,建立了海洋臺結構阻尼隔振系簡化計算模型,進行了波浪荷載工況和地震工況的數值模擬,研究了隔振參數與結構阻尼比的關系以及它們對結構和隔振層層間相對位的控制效果,運用復模態理論研究了位於較深水位的固定式導管架海洋臺在隨機波浪力作用下考慮結構與波浪相互作用時運動方程中非經典阻尼的解耦問題,獲得了結構響應的解析解。
  12. The seasonal variation of the mean meridional circulation and the double - level structure of the hadley circulation are analyzed by the two methods. the paper also studies the zonal difference of the anomalous meridional circulation and the impacts of el nino / la nina events on the local meridional circulation anomaly. conclusions are drawn as follows : 1, the hadley circulations in both hemisphere and the position of their joint uprising branch move wholly with the heat equation, with most north in july and most south in january

    然後用簡化方法分析了氣候均經圈環流的季節變化,論文還對hadley環流的雙層結構和異常經圈環流的緯向差異以及elnino 、 lanina事件對局地經圈環流異常的影響作了研究,結果表明: 1 ,北、南半球hadley環流圈及其共同上升支的位置隨熱赤道作動, 7月最北, 1月最南。
  13. The main task of this paper concentrates on such parts as calibration of measurement sensor, high speed and accuracy image collection and processing, data fusion of different angle of view, visualization of measuring results. to accomplish sensor calibration, a pinhole model of the camera is employed and an equation of a light plane is setup. parameters such as the m array of the pinhole model and the normal vector of the light plane arc acquired through experiment. in image processing, we adopt the template - changing parallel thinning method to improve processing speed and accuracy

    主要研究了攝像機針孔模型的建立及測量傳感器的標定;圖像的快速高精度的採集和處理,在圖像處理中採用多幀均演算法,很好地解決了速度和精度之間的矛盾制約;根據旋動理論建立空間坐標變換數學模型,進而建立其不同視角下的測量數據融合演算法,生成完的物三維數據集合;在vc臺下編寫三維顯示軟模塊,完成三維測量結果的可視化,實現了三維物的任意角度的觀察、任意倍數的放大和縮小、任意方向及動畫效果。
  14. The research indicates that the each - sided development of stm is uneven balanced although the overall ability of stm for the primary school students increases with the grade advancing. the inhibition of output and the speed of output develop the fastest ; but the suppression of dealing with the irrelevant information and the development of the encoding ability of the temporary characteristics develop relatively late. it shows that intrusions and repetitions have no differences in terms of grades advancing while the proportion

    小學生完成系列回憶任務盯錯誤類型發展的買驗研究從本研究中可以看出,雖然小學生stm能力隨年級升高而不斷提高,但stm能力的各側面發展是不衡的,其中輸出抑制和輸出速度發展最快,而對無關信恩的抑制和暫時特徵編碼能力發展相對較晚,表現為隨年級的升高,侵入錯誤和重復錯誤無年級差異,而遺漏和動錯誤錯誤率存在顯著差異。
  15. The paper describes the main techniques in the integral sliding construction for large span structure, which includes jacking scheme, plan layout, assembly, transport and stacking of components, setting of sliding system, setting of track, conformation of falsework, traction facility etc. discusses emphatically the sliding falsework, which includes the material, conformation, manufacture, welding and assembling of the shape steel tape falsework

    系統分析了大跨度鋼桁架胎架施工中的起重吊裝機具的選擇與布置、施工面布置、桁架結構拼裝單元及滑單元劃分、滑施工方案及工藝流程、桁架的連接、拼裝運輸、及堆放、滑軌道布置、滑滾輪構造、延伸臺布置以及滑牽引系統等諸多工藝問題。
  16. The concept of the equivalent mode and the modal participation coefficient is introduced when the regulation structures are studied. as to the vertical irregular structural systems, the inter - story capacity spectrum method is used and the strength reduction coefficient 77 is put forward when the capacity method is used to evaluate the performance of the torsional irregular structures

    對于扭轉不規則結構系,引入與結構偏心矩大小和結構尺寸有關的強度降低系數叮來考慮結構的扭轉效應,選取結構的基底剪力和邊軸線的最大反應位為參數,應用能力譜方法進行抗震性能評估。
  17. There are many factors that made modern high building ’ s graphic layout become increasingly complex and irregular. those factors including the raising of china economic level, people ’ s aesthetic capacity to building already become more strict than before and the extremely fierce market competition in construction business. therefore, in high - rise building ’ s design, how to reduce even avoid all kinds of high - rise building ’ s potential damage caused by irregular horizontal layout

    高層建築結構設計中,面布置規則性是必須仔細考慮的因素,由於不規則面布置結構其面質量中心即外荷載合力作用點同剛度中心不重合,導致同層構件同一方向上產生不同位,使結構繞剛心發生扭轉,嚴重時導致結構破壞,所以在實際結構設計中,必須對結構面布置不規則問題提起足夠重視。
  18. The horizontal load actions of wind, wave, current and ice may cause the offshore platform sliding, and the platform sliding resistance includes soil cohesion, friction and soil resistance, so the bucket foundation platform should be designed to meet the requirements of stability against sliding to ensure the overall stability of platform

    臺在海上受風、浪、流、冰等水載荷作用產生滑,而土壤粘結力、摩擦力和土抗力是臺的抗滑力,桶基臺應滿足抗滑穩定的要求,以保證臺的穩定性。
  19. The whole dynamic finite - element analysis simplified based on 2d plane is performed to adapt engineering requires. the effect of both kinematic interaction and inertial interaction on pile - soil - structure systems within layered soil field is relatively comprehensively investigated. at the same time, the boundary effect of model, the horizontal dynamic features of piles and the nonlinear characteristic of slide and contact on the interfaces of pile - soil are considered too on the ground of no - element meshing technique applied for dimensional effect of piles in stratum - soils

    建立了以適應工程需要的基於二維面動力分析的簡化有限元模型;提出了能有效考慮樁尺寸效應的樁-土無單元劃分技術,在考慮了模型的邊界效應、樁基的水動力特性和樁土界面的滑、接觸非線性行為的基礎上,從時域內較為全面的研究了層狀土域中樁基上下部結構的慣性相互作用和運動相互作用兩種基本效應。
  20. The lrb isolation is not only safe and liable, but also easy to analysis. the deformation of the structure mainly focused on the isolation layer and the superstructure shift as a whole

    理論計算的結果表明,隔震系安全可靠,計算簡便;隔震結構在水地震作用下的位反應以「動」為主,結構的變形集中在隔震層。
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