推測數據 的英文怎麼說

中文拼音 [tuīshǔ]
推測數據 英文
tentative data
  • : 動詞1 (向外用力使物體移動) push; shove 2 (磨或碾) turn a mill or grindstone; grind 3 (剪或削...
  • : 動詞1. (測量) survey; fathom; measure 2. (測度; 推測) conjecture; infer
  • : 數副詞(屢次) frequently; repeatedly
  • : 據Ⅰ動詞1 (占據) occupy; seize 2 (憑借; 依靠) rely on; depend on Ⅱ介詞(按照; 依據) according...
  • 推測 : infer; conjecture; guess; reckoning
  • 數據 : data; record; information
  1. Chapter 3 studies the false target jamming. jamming signal generation formula is proposed by the investigation of simultaneous ground echoes of two different point targets in radar beam. comprehensive research about the characteristics of jamming signal is made, and raw data is used in simulation

    第三章對虛假圖像干擾進行了研究,通過對雷達波束內兩個不同的點目標在同一時刻的回波信號進行的分析比較,導了干擾信號的生成公式,對干擾信號的特徵作了詳細的分析,並結合實做了模擬實驗。
  2. With the research object of overbank soft clay near the yiluo river, by means of pack drain to accelerate the consolidation of the soft ground and analysis of fourteen selected representative observation section, in the same time with the help of such testing apparatus as settlement plates, deflection inclinometer, piezometer, telescoping tube, my study not only evaluate the effect of pack drain ' s quickening up the consolidation of soft ground impersonalily and scientifically but also sum up the settlement disciplination of overbank soft clay after more than one years ? observation of settlement and stability continuously

    本文以伊洛河河灘相軟土為研究對象,利用沉降板、斜管、孔隙水壓力計、分層沉降標等多種試儀器,選取14個有代表性的觀斷面,進行了一年多的沉降與穩定觀。通過對觀的分析,進而對袋裝砂井加速河灘相軟土固結效果進行了客觀、科學的評價,同時算了沉降系m _ s和固結度參,並對河灘相軟土的沉降規律進行了分析。
  3. The decision support system which uses the ratiocinative technology based on model is researched mainly in this papey, at the saxne time, considering the actual utility of the system and the opefation detecting of the power network, the operation detecting of the power network and the decision support are combined according to the actual detecting data

    本文主要研究採用基於模型理的技術完成決策支持系統,同時為了系統的實用性,考慮了對電網的運行的監,以實際監為基礎,將電網運行的監與決策支持結合一起。
  4. Based on the research works of predecessor, the theory on the displacement of soil strata in deep foundation excavation construction and its application are studied in detail. by analysing the supervision, statistics from, the practical excavation engineering, soil rheology is thought to be the main reason of the displacement heavy of the soft soil and the destruction of the enclosure structure, in deep foundation excavation construction on condition of the high theriomorphic of enclosure structure and good seepage resitting

    本文在已有研究成果的基礎上,對大面積軟土深基坑開挖時土層變位理論及應用進行了探討:依現場監導出開挖時軟土變形的經驗公式,分析了軟土深基開挖在圍護結構剛度大、基坑防滲效果好的條件下,基坑土層變位、圍護結構受力破壞發展的主要原因。
  5. ( 2 ) a new synchronization method based on barker code is designed which is simple, effective for uwb system. ( 3 ) a new channel estimation method based on music algorithm is given, which is compared with ml algorthim. and the effection is proved by

    ( 3 )採用學公式導出基於music演算法的通道估計的理論公式,得出了模擬結果,將其與較為成熟的ml演算法比較,並在實中加以驗證。
  6. Analyses more than two years field - test data of the underground water - source & water loop heat pump air conditioning system applied to an apartment in beijing based on the computative method of calculating the electricity consumption of public - used air conditioning driven equipment and terminal heat pump units by the authors

    摘要根筆者提出的共用空調動力設備和末端空調水源熱泵機組耗電量的算方法,對北京某公寓地下水源水環熱泵空調系統兩年多的實進行了分析研究。
  7. At last, the model and practical data including mutating data are processed with this method and e processing results show that the false points of data section are completely rejected without losing the useful information, and it is easy to be interpreted

    最後用該方法對含有突變點的剖面模型和野外實斷面進行處理,處理結果表明,突變點被完全剔除,但不損失有用信息,易於對其進行斷解釋。
  8. The second part discusses problems of house tenancy center management from four aspects, market forecast, build and operation of database, spreading, and running model

    該部分分別從房屋置業中心的市場預庫的建立和應用、營銷廣、經營模式四個方面討論了房屋置業中心主要的經營問題。
  9. We get the sensitivity matrix using the model that contains model error in the following two cases. if the identification data are got using the model without model error before and after the damage, the error resulted from model error can be overlooked. if the data are got using model with model error before the damage and using the model without model error after the damage, error results from model error is first order and model error can bring more assessment errors

    2 、本文詳細分析了模型誤差對損傷識別結果的影響,經過公式導及實例分析說明,損傷靈敏度矩陣用有模型誤差的理論分析模型來建立,如果損傷前後都用無模型誤差的實來識別,此時誤差為二階微量可以忽略;如果損傷前採用有模型誤差的而損傷后採用無模型誤差的實,此時誤差為一階量,可能引起較大的識別誤差。
  10. This formula used inverse regression and data fusion technical and maximum likelihood theory, then this method enabled random sample value obtained in ultrasonic and rebound method of different detection population to mix together effectively, and reach estimation of concrete strength

    該公式利用逆回歸理論、融合技術和最大似然原理,將回彈值和聲速值分別看作被解釋變量,將來自超聲法和回彈法不同量綱的檢進行有效融合,得出混凝土強度的定值,該定結果具有無偏性和方差最小性質。
  11. There is no consideration of time misfit in traditional optimal interpolation. in this thesis, some researches were done on the methodology of optimal interpolation, in which a new form of the formulae was developed that named dynamic optimal interpolation, the time correlation being introduced

    本文首先導了既考慮空間相關,又考慮時間相關的最優插值演算法,由於應用了時間相關的協方差矩陣,就使這個演算法具有動態處理時間錯位的觀的能力。
  12. In this paper, we aim at establish heat and mass coupled transfer model in the building wall, the emphasis of this study lies in creating a coupled and non - linear diferential equation system for the heat air and moisture transfer in the wall, which can be described by means of continuum mechanics and irreversible thermodynamics, the most dominant factor is moisture conten 9la gas pressure pc and temperature t, for the description of heatair and moisture transport, the general mass balance equation can be expressed by the temporal change of moisture conten 9 l, gas pressure pc and temperature t that means, in order to create a closed solvable equation system, the other additional dependencies have to be found, which the other variable depending on the variables of the solution : moisture conten 6 l gas pressure pc and temperature to the model is verified by the numerical simulation software which has been developed about building wall.,

    節能設計要求,本文用熱力學的方法,並根多孔介質中多相流體流動描述方面的最新研究成果? ?體積平均方程,建立了墻體熱、濕和空氣耦合熱質傳遞模型,並導出熱、濕和空氣耦合傳遞等效擴散方程;找到建築墻體熱、濕及空氣耦合作用下熱質傳遞過程的主要影響因素濕容量_ l 、氣壓p _ c和溫度t 。開發了單體材料墻體熱質傳遞值模擬軟體,用實對軟體進行調試並對模擬計算結果進行了驗證。模擬出了單材料墻體在熱、濕和空氣耦合作用下建築墻體內的溫度和濕度分佈規律。
  13. In mis paper the muitipath radio channel ' s characters were discussed in detail, they include the multipath number distribution, the muftipafh time delay distribution and the muitipath small scale fading distribution. their distribution taws were theoretically derived by new ideas and were simulated in computer, the results were wem proved according with the actual tests published in ieee papers

    新的參分佈模型能夠用實際試結果進行修正,模擬出的結果與權威文獻發表的實吻合較好,而以往的經驗分佈只是本文導出的參分佈在一定情況下的特例。
  14. This thesis analyzed various error resources in gps surveying and advanced appropriate correction measures ; it introduced theory and method that estimate parameter in reliability study, and then, deduced adjustment mathematic model of gps network ; based on analyzing characteristics of reliability study of gps network and outlier analysis, it carried profoundly out study on issue about reliability of gps network, deduced and summarized target of reliability of gps network, including redundant observation component of gps baseline vector and inside & outside reliability index, advanced a theory about reliability of gps network based on correlative analysis, and summarized methods that improve reliability of gps network ; it worked out a software of reliability analysis about gps observation, which made reliability analysis automatic and convenient

    論文分析了gps量中的各種誤差來源,提出了相應的改正措施;介紹了可靠性研究中參估計的理論和方法,進而導出gps網平差的學模型;在分析了gps網可靠性研究和粗差分析特點的基礎上,對gps控制網可靠性問題進行了深入的研究,導總結出了gps網可靠性指標,包括gps基線向量的多餘觀分量、內部可靠性和外部可靠性指標,提出了基於相關分析的gps控制網可靠性理論,總結出了提高gps控制網可靠性的措施;編制出了gps觀可靠性分析軟體,使可靠性分析自動方便。
  15. Finally, by practical test, experimental data obtained show that the dynamic thrust measuring system is dramatically available and successful. especially, it shows that when the impulse width is 20ms and the duty ratio is 1 : 3, the measured results are stable and reliable. hence, the system designed here can meat the test requirements of the actual applications, and the technology studied in the thesis also give a good foundation to future research work

    最後,系統建成以後,通過多次調試試車、考核試車和實際型號試車的考核,試車結果表明,該系統的設計是成功的,動態穩定、可靠,可滿足發動機以20ms脈寬工作,占空比為1 : 3的情況下,進行發動機的動態力性能指標試,滿足實際應用的需求,為進一步進行動態試技術研究奠定了良好的基礎。
  16. The static loading test for three group of testing piles of jiading power plant secend stage project are analyzed and studied in this thesis, and the practical applying of high - accurate data collector, technique of waterproof insulation and testing technique of burying in the body of pile are introduced also. the vertical and horizontal loading features of three group of piles of different kind and constructing technique in different earth layer at the pile point are analyzed and compared and summed up with basic integro - differential equation calculating the pile earth system load transmit, transforming principle of stress - deforming and pile body rating of burying electric measuring element. changing law of stress, and changing law of pile body shifting and bending for different testing piles under vertical and horizontal load are showed so that the loading features of soil layer and pile at testing spot, reliable design data for pile type and base for scientific construction technique are provided

    本文僅就嘉定電廠二期工程中的三根試驗樁的靜載試驗進行了分析和研究,利用樁土體系荷載傳遞分析計算的基本微分方程及應力-應變轉換原理,結合預埋電元件的樁身率定,對三組不同種類、不同施工工藝、不同持力層中的樁的豎直、水平承載特性進行了分析、比較和歸納,通過大量、全面的實,經過整理、轉換和演,揭示了不同試驗樁在豎直、水平荷載作用下的應力變化規律和樁身變位、撓曲變化規律,最終提供試驗場地土層和樁的承載特性,為該工程合理設計樁型提供了可靠的設計參,為確定科學的施工工藝提供了有力的依
  17. In order to avoid matching the fault symptoms with the identification conditions artificially, ( fuzzy ) neural network was designed for diagnosis according to the optimal decision system. for the continuous quantitative diagnosis data such as the measurement, and the result of signal processing, a new hybrid system of self - organizing map ( som ) / fuzzy c - means ( fcm ), rough sets theory, and adaptive neuro - fuzzy inference system ( anfis ) was presented. firstly, the continuous attributes in diagnosis decision system were discretized with som or fcm

    對于連續的定量故障診斷(監) ,以4135柴油機為例,提出了自組織映射( som )模糊c -均值( fcm ) ?粗糙集?自適應模糊神經網路理系統( anfis )集成的具體故障診斷實施方案:首先,應用som或fcm離散故障診斷中的連續屬性值;然後,基於粗糙集理論應用遺傳演算法計算診斷決策系統的約簡,按照實際需要確定診斷條件;最後,根系統約簡設計anfis進行故障診斷。
  18. The summarization of the main work is as follows : + a method that can correct the migration through range cells caused by radial speed is presented by using scale transformation, and the method is extended to maneuvering target imaging. the algorithm flow, which is applicable to large - scale target whether it is uniform or maneuvering, is given. the results obtained by using simulation data and real data show that this method is effective

    本文的具體內容可歸納如下幾點:分析了用尺度變換可以消除由於徑向速度引起的越距離單元走動,對isar目標進行越距離單元走動校正演算法進行了討論,並把尺度變換校正越距離單元走動后成像的方法廣到機動目標成像,也給出適合於平穩和機動大目標的成像演算法流程,並通過模擬和實的檢驗。
  19. " derived intervention levels " are introduced as measurable quantities estimated from the corresponding intervention levels. they can be compared directly with radiation monitoring results and referenced in the consideration of necessary countermeasures

    導出干預水平就是按照干預水平算的一些可以與輻射監直接比較的指標,供決策者在考慮採取防護措施時參考。
  20. It is the researchful purpose of this paper that the methods of appraising the existing structural reliability basing on own information are found, which will impel the methods of appraising the existing structural develop from applied methods to probability methods. the contents of this paper have mainly four, including : firstly, the normal value of permanent load in the existing structure is ascertained by the way that is called bayes - small capacity, which considers the dates of design and the road - test dates. secondly, by introducing the random variable that is statistical ambiguity, the statistics of loading and resistance of existing structure are researched

    本文研究目的是針對現有結構的特點,建立基於自身信息的現有結構可靠性的實用評定方法,動我國的現有結構可靠性鑒定方法由實用鑒定法向概率鑒定法發展,主要研究內容包括四個方面:一、結合結構原設計和現場抽樣實,研究了恆載標準值的統計斷方法,提出bayes小樣本統計斷方法;二、利用統計不定性隨機變量,結合現有結構的特點,提出荷載、抗力變異性的小樣本統計斷方法;三、分析了現有結構抗力變異性的主要影響因素,並利用實進行了實例分析;四、針對現有結構自身的荷載、抗力統計特性,研究了現有結構承載力的校核表達式,對恆載、抗力分項系提出修訂建議,建立了基於自身信息的現有結構可靠性實用評定方法。
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