誤差跨度 的英文怎麼說

中文拼音 [chākuà]
誤差跨度 英文
error an
  • : Ⅰ名詞(錯誤) mistake; error Ⅱ動詞1 (弄錯) mistake; misunderstand 2 (耽誤) miss 3 (使受損害...
  • : 差Ⅰ名詞1 (不相同; 不相合) difference; dissimilarity 2 (差錯) mistake 3 [數學] (差數) differ...
  • : 動詞1 (抬起一隻腳向前或向左右邁) step; stride 2 (兩腿分在物體的兩邊坐著或立著) bestride; stra...
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • 誤差 : error
  1. Chapter two is the central part of the dissertation composed of four parts : part one, analysis of the term of culture in home and abroad literatures, part two, is about the culture character and its great influence to intercultural communication process. part three introduces hofstede culture dimension ; part four exploring of the aspects of culture diversity ; part five analysis of the consequence of culture diversity - culture conflict and culture shock

    在第二章中,我著重論述了文化的概念界定,介紹中外文獻中對「文化」一詞的理解,分析了文化特性,並介紹了文化研究領域的先行者霍夫斯特德霍夫斯特德( hofstede )的文化維說,並用具體案例說明文化異在文化交往中造成的解和摩擦。
  2. Because the system error is ineluctable for mode, it is necessary to correct the simulation fielde effectively. in this paper, based on the idea of combined eof correction, the interannual simulation of sea surface wind stress anomalies of the tropical pacific ocean by lap two - level atmosphereic model have been corrected, result of corrected erperiment shows that the corrected field is more similar to the observation field, especially on the distribution of the space. three prediction experiments also shew that correcting scheme of combined eof can improve the interannual prediction veracity of model

    在本文中,基於「聯合自然正交展開訂正」的思想,將中科院大氣物理研究所兩層大氣環流模式輸出的熱帶太平洋海表風應力異常的模擬場進行訂正,訂正試驗的分析結果表明,訂正後的熱帶太平洋海表風應力距平場與相應觀測場年際變率分量的相似程遠遠好於模式模擬的結果,尤其是在空間分佈方面的改善非常顯著;三組訂正檢驗結果也表明,訂正後的預測結果明顯好於模式的預測結果。
  3. A new temperature segmentation linear fitting method sieves the problem caused by the nonlinear mapping between the temperature data and the chroma. that is dividing the temperature into some sections from high to low. different temperature section uses different formula

    提出了一種新的溫分段線性化擬合方法解決溫數據與色的非線性映射問題,即將火焰溫由高向低分成幾個溫段,不同的溫段使用不同的運算公式,從而提高了測量的精,避免了過去方法中試圖用一個標定試驗的公式來求解較大的整個溫場分佈時所產生的
  4. Based on the historical space forecast data and corresponding actual data provided by a global semiconductor assembly and test company, the uncertainty of space planning was defined. during this analysis process, linear regression, grey prediction, neural network back propagation algorithm and confidence interval were applied, respectively, to define the uncertainty. compared with those methods, the confidence interval of historical space forecast error, calculated by mathematical statistics, was the reasonable method to define the space forecasting uncertainty

    本文從半導體工廠長期生產能力計劃的頂層即廠房生產面積的計劃展開,對一國半導體封裝測試公司提供的廠房生產面積的長期歷史預測數據以及對應的真實數據進行分析,採用線性回歸,灰預測,神經網路bp演算法,基於數理統計的置信區間的求解等方法分別定義廠房生產面積預測的不確定,經多種方法的比較得出,基於數理統計方法求解出的生產面積歷史預測置信區間能直觀清楚地標定不確定
  5. The main contents about calculation of cable curve for suspension bridges are as follows : firstly, parabola theory, a traditional calculation theory of linetype for suspension bridge, is introduced. according to behavior of suspension bridge, segmental catenary theory which is an exact calculation theory of cable curve for suspension bridges is then built. after that, the errors and adaptable range of segmental parabola theory, segmental straight - line theory and traditional parabola theory are compared one another

    懸索橋線形計算部分的主要內容如下:首先,介紹了懸索橋的傳統線形計算理論? ?拋物線理論;根據懸索橋的特徵,建立了懸索橋主纜線形計算的精確理論? ?分段懸鏈線理論;並由此比較了分段拋物線法、分段直線法及傳統拋物線理論的和適用范圍;分析了索長變化、變化及主纜變形引起的恆載重分佈對主纜線形的影響。
  6. The comparison showed that : ( l ) farassat 1a formula is the simplest one and work well for the subsonic rotor. ( 2 ) both kirchhoff formula and k - fwh formula can predict the nonlinear noise generated by transonic rotor ; ( 3 ) when the surface is not positioned in the linear region, kirchhoff approach for rotating integration surface could lead to substantial error, but k - fwh formula can still work well

    數值研究表明: farassat1a公式在預測線性噪聲方面簡單有效,適用於亞音速旋翼的噪聲預測; kirchhoff公式和k - fwh公式均能夠預測音速旋翼聲場,並且具有較高的精;當聲源面位於流動非線性時, kirchhoff公式會導致很大的計算,而k - fwh公式不存在這樣的問題。
  7. Relying on the no. 4 bridge of xiangfan bridge over - crossing hanriver bridge, in this paper a ann is applied to the parameter of the long span bridge in the construction beam

    本文以襄樊漢江四橋為依託,將神經網路調整方法用於大混凝土橋梁的施工參數的識別。
  8. This paper has studied and set up a supervision and control system based on the backing item of jinzhou yangtze river bridge with main span of 500m, by analyzing the development of construction control of cable - stayed bridges in china and abroad, foreword calculation of 250 work cases of plane bar fem, adoption of advanced equipment and devices, quick analysis of gathered data research of karemen filtering method, least square and gray model gm ( 1, 1 ) into the identification of the real state and precuts and effective manage mechanism

    本文以荊州長江公路大橋主500米的混凝土斜拉橋施工為應用背景,通過分析目前國內外大混凝土斜拉橋施工控制現狀,結合該橋施工實踐,運用平面桿系有限元計算理論對大橋250個工藝進行正裝計算,採用先進測試設備和儀器,利用計算機快速分析處理技術對現場監測系統收集的數據進行分析,系用卡爾曼濾波法、最小二乘法和灰色理論gm ( 1 , 1 )進行結構真實狀態的識別和後期預測,通過科學高效的監控管理機制的運行和監控實踐,探索並建立了一套適合於大混凝土斜拉橋的施工監測監控體系。
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