相關場分裂 的英文怎麼說

中文拼音 [xiāngguānchǎngfēnliè]
相關場分裂 英文
correlation field splitting
  • : 相Ⅰ名詞1 (相貌; 外貌) looks; appearance 2 (坐、立等的姿態) bearing; posture 3 [物理學] (相位...
  • : Ⅰ動詞1 (使開著的物體合攏) close; shut 2 (圈起來) shut in; lock up 3 (倒閉; 歇業) close down...
  • : 場Ⅰ名詞1 (平坦的空地 多用來翻曬糧食 碾軋穀物) a level open space; threshing ground 2 [方言] (...
  • : 分Ⅰ名詞1. (成分) component 2. (職責和權利的限度) what is within one's duty or rights Ⅱ同 「份」Ⅲ動詞[書面語] (料想) judge
  • : 裂動詞[方言] (東西的兩部分向兩旁分開) open
  • 相關 : be interrelated; be related to; be bound up with; correlation; dependence; relevance; mutuality
  1. The investigation in the field was combined with research indoors. by classifying tectonic sequence, confirming corresponding prototype basin, analyzing paleo - tectonic stress fields in different periods, plotting correlative tectonic map based on 297 explore wells, and analyzing the traits of the remaining depressions producing hydrocarbon and their migration rules in the ordovician, the author studied the basement of the basin ; the fault system of the basin ; the tectonic - sedimentary evolution of the basin and its circumference areas ; the prototype basin and corresponding dynamics background ; the paleo - tectonic patte rn and its evolution in the layers of producing gas in different periods of ordovician ; the superposition relationship among the different period basins formed by different stress fields ; the reformation of the basin and the formation, redistribution and final emplacement of the gas pools

    採用野外地質調查與室內綜合研究結合,通過構造層序的劃及其應盆地原型的確定、不同期次古構造應力析、以297口探井數據為基礎的構造圖件的編制、奧陶系殘餘生烴坳陷及其遷移規律研究等的綜合析,開展了盆地基底以及盆地斷系統、盆地及鄰區構造與沉積演化、盆地原型及其形成的動力學背景、奧陶系產氣層不同時期的古構造格局及其演化、不同期次構造應力形成的不同世代盆地之間的疊置系以及盆地改造與天然氣藏的形成、重新配和最終就位諸方面的研究。
  2. How to ensure the project implement safely and effectively, esp in the complicated condition of geology, the terrain and its features, is the key to restrict the project finishing successfully ; in this paper, the theoretic analyse and pratical study based on the extension of 309 country road ( from wuan to shexian in hebei province ), adopt the method of theoretical analyse, caculater and experiment, improve the controlling blasting skill and construction crafr of roadbed stonework, control the blasting harm effectively, accomplish the construction quickly and safely in normal conditions. the paper puts forward to the relative parameter applying to roadbed extension in beforecrack blasting, and raises the combination of beforecrack demolition and buffer demolition, which is the main way to conctrol the side - slope stable and taking shape. putting to use the achievement produces great social benifet and economic benefitjt has widely practical future

    特別是在復雜的地質,地形及地物條件下,如何保證工程的安全快速有效實施成為制約工程順利完成的鍵。本文的理論析和實踐研究以國道309河北武安至涉縣段改建工程為依託,採用理論析計算與現試驗結合的方法,研究並優化了路基石方控制爆破技術與施工工藝,有效控制了爆破危害,實現了保證現有公路正常運營條件下的快速安全施工,本文提出了在預爆破中適合於路基擴塹工程的有參數。同時提出了預爆破與緩沖爆破結合是控制邊坡穩定和成形的主要途徑。
  3. Using the complex potential method in the plane theory of elasticity of an anisotropic body, a series solution to the stress field of a finite plate containing multiple cracks subjected to arbitrary loads is obtained by means of the faber series expansion, and the stress intensity factors at the crack tips are calculated based on the theories of fracture mechanics. equivalence yield stress is introduced in order to consider the effects of the plastic zones, with which the strip yield criteria is developed in the article so that the effects of structural size and the crack interactions on the stress distribution can be considered accurately. the effects of plate size, crack size and crack distributions on the stress intensity factors as well as the residual strength of the plate are studied detailedly

    採用各向異性體平面彈性理論中的復勢方法,以faber級數為工具,得到了含多紋有限大板在任意載荷作用下應力的級數解,並應用斷力學方法確定紋尖端的應力強度因子;引入當量屈服應力考慮尖塑性區的影響,提出基於帶屈服準則的剩餘強度析模型,能夠充考慮結構尺寸和紋之間互作用對應力的影響;通過數值計算詳細討論了結構尺寸和紋之間位置系對應力強度因子和結構剩餘強度的影響規律,得到了一系列對工程應用具有實用價值的結論。
  4. Based on theoretical analysis and computational model, a three - dimension numerical simulation software 3c3d ( concrete cracking control 3d ) was finished in which finite element and finite difference method were both hired. compared with the known data, good agreement proved it reliable and practicable. finally, by means of the software, with variant of environmental temperature and relative humidity and different curing conditions, the variety regulation of temperature and humidity and the stress due to them within concrete were analyzed

    然後針對收縮開的本質因素即混凝土內部的溫度梯度和濕度梯度,進一步從理論上析了高強高性能混凝土早期溫濕度隨齡期發展的佈情況,析溫濕度變化與收縮變形的系,建立了應的計算模型,並且採用有限元和有限差方法編制三維模擬系統軟體3c3d ( concretecrackingcontrol3d ) ,通過與已知數據的對比析,驗證了該模型的可靠性和實用性。
  5. Firstly, according to the observed data in - situ ( or the empirical parameter data ) and the acoustic logging data, the distribution law of the joint in the computing area can be got. then the network system of the joint can be simulated by the statistical distribution theory and the monte carlo ' s method. and then artificial or automatic dissection program can be used to dissect the fem mesh

    首先,根據現實測資料(或經驗資料)和鉆孔聲波資料,求出計算區域的節理隙的佈規律,由統計佈理論結合蒙特卡洛方法可模擬出計算區域的節理隙網路系統,利用人工或自動生成剖程序剖成有限元網格。
  6. It is shown that the spectral splitting can take place in the near field, which is dependent on the spatial correlation and bandwidth of the spectral source and position parameters

    研究表明,在近會有光譜出現,光譜與光源的空間干性和源光譜的譜寬以及位置參數有
  7. In this paper, relation between the dynamic evolution feature of gravity field and strong seismicity is studied, the result shows that, regional gravity field variation enjoys inhomogeneity of spatialand temporal distribution and gravity change in different regions

    摘要通過研究南北地震帶及青藏塊體東部地區多年來的重力動態演化特徵及其與強震活動的系,發現區域重力變化既具有時空佈的不均勻性和重力變化區現象,同時又具有與活動斷構造密切並與地震孕育發展有著內在聯系的特徵。
  8. By using moire method, three groups of pmma specimens with single edge crack were experimentally researched under constant stress, especially the strain field around crack - tip. through measure and analysis, we could see its time dependence clearly. we compared the actual strain distribution with the theoretical linear viscoelastic strain distribution

    利用雲紋法,對四組含邊紋的pmma試件在恆應力條件下的尖周圍的應變進行了測定、析,可以看出其明顯的時間性,並與基於線彈性假設的尖應變進行了對比。
  9. The steel - fibre reinforced concrete ( sfrc ) is a new kind of multiply - composite material, and the short steel fibres are distributed disorderly in the concrete. the main function of the short steel fibres is to hinder the expandance of inner microscopic and macroscopic cracks in the concrete. therefore, sfrc is used extensively in building highway and airport pavement. with the extensive applyment of sfrc, the experiment and research of it has been concerned and valued by the scholars of internal and overseas

    鋼纖維混凝土是在普通混凝土中摻入亂向佈的短鋼纖維所形成的一種新型的多復合材料,其中亂向佈的短鋼纖維主要作用是阻礙混凝土內部微紋的擴展和阻滯宏觀縫的發生和發展。因此,在修築公路路面和機道面中得到廣泛的應用。隨著鋼纖維混凝土這種新型復合材料的廣泛應用,對鋼纖維混凝土的試驗與研究也日益受到國內外學者的注和重視。
  10. In order to compare with the extreme of dynamic solutions when the mach number approaches zero, i. e. the quasi - static propagation, the corresponding quasi - static problem is also studied asymptotically in the paper. the governing equations of crack - tip field are derived, and numerical solutions are obtained by selections of typical parameter values with combination of boundary conditions of each problem

    採用這種率敏感型本構系,為了與馬赫數趨于零時動態解的極限情況? ?準靜態擴展情況作對比,本文還對應的準靜態問題進行了漸近析,推導了的控制方程,並選取典型的特徵參數,結合問題的邊界條件進行了數值求解。
  11. As to the paramagnetic ergag, the whole maganetization is zero. the crystal energy levels will split further when the magnetic field is parallel to the especial four directions. we - gain the according wave function and the magnetization changing with the magnetic field

    考慮了外磁沿晶體四個方向磁化時,晶能級的進一步劈以及得出了其應的波函數,從而析了不同磁化方向磁化強度隨外磁的變化系。
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