斷開曲線 的英文怎麼說

中文拼音 [duànkāixiàn]
斷開曲線 英文
detach curves
  • : Ⅰ動詞1 (分成段) break; snap 2 (斷絕;隔斷) break off; cut off; stop 3 (戒除) give up; abstai...
  • : 曲名詞1 (一種韻文形式) qu a type of verse for singing which emerged in the southern song and ji...
  • : 名詞1 (用絲、棉、金屬等製成的細長的東西) thread; string; wire 2 [數學] (一個點任意移動所構成的...
  • 斷開 : break; discon; disconnect; disconnection; interrupt; off; open; opening; switch off; throw off; t...
  • 曲線 : [數學] curve; bight; bought; profile; net曲線板 french curve; irregular curve; curve board; splin...
  1. Such classes are separated by "natural breaks" in the frequency distribution or the analogous cumulative curve.

    這樣的級可由頻率分佈或類似的累積中的自然點劃分來。
  2. Lastly, jumping - off and end point of opening - curve, and close isoline were judged

    最後對等雨量和閉等雨量的起點、終點進行了判
  3. In this paper, the finite - element numerical analysis calculation is applied to the foundation of high - rise and multi - floor building and the evolvement law of stress and displacement of tunnel used by urban traffic to explore the mutual influence between the wall rock of underground space and high - rise building foundation, taking account of the specific construction situation in the " sanmu garden " project in dadukou district in chongqing, from the perspective of underground space static - force structure stability analysis to open a underground tunnel with 6m in span and 7. 5m in height for track traffic 20m below the surface. this paper, taking considerations of three different states, i. e. the natural state without any artificial interference, the state of high - rise buildings on the surface, and the underground tunnel state with excavation for track traffic, and four plane lines and four vertical lines, analyzes and studies the distributing law of stress and displacement of calculation section from the following aspects : ( 1 ) the main stress vectorgraph, displacement distribution graph ( ux, uy ) and chromatogram graph of stress isoline ( 1, 2, xy ) of section under different states ; ( 2 ) the contrastive distribution curve of stress ( 1, 2, xy ) of different plane and vertical lines under the same state ; ( 3 ) the contrastive distribution curve of stress ( 1, 2, xy ) of the same plane and vertical lines under different states, wishing to provide references for underground space utilization and project designing and construction of the tunnel under high - rise buildings in the future

    本文結合重慶市大渡口區「三木花園」發建設項目,從地下空間靜力結構穩定性分析角度出發,針對在該項目中涉及的高層和多層建築物以及在其地下20米處挖了一個用於軌道交通的跨度6米,高7 . 5米的地下隧道這一具體工程情況,採用2d - 3d -有限元結構分析程序對高層與多層建築物的地基基礎及其與城市軌道交通使用的地下隧道圍巖的應力與位移演變規律進行了有限元數值分析計算,探索了地下空間圍巖與高層或多層建築物地基基礎之間的相互影響,通過考慮未受到任何人為擾動影響的天然狀態、地表存在多層或高層建築物狀態和地下挖用於軌道交通的地下隧道狀態等三種不同狀態以及4個水平剖和4個垂直剖等不同情況,從以下幾個方面具體分析研究了計算面的應力與位移分佈規律: ( 1 )在各種不同狀態下計算面的主應力矢量圖、位移分布圖( ux 、 uy )以及應力等值色譜圖( _ 1 、 _ 2 、 _ ( xy ) )等; ( 2 )相同狀態下不同水平與垂直剖的應力_ 1 、 _ 2和_ ( xy )對比分佈; ( 3 )不同狀態下相同水平或垂直剖的應力_ 1 、 _ 2和_ ( xy )的對比分佈等,為今後在對地下空間的發利用以及在高層建築物地下挖硐室時的工程設計和工程施工提供參考依據。
  4. According to the recorded full process fracture curve, the paper calculated and compared the fracture toughness ( kic ), the fracture energy ( gf ) and crack tip opening displacement ( ctod ) of the different strength grade boulder concrete and crushed stone concrete, it is found that the maximal load ( fmax ) and the fracture toughness ( kic ) of boulder concrete and crushed stone concrete increase when the strength of them increases, so does the fracture energy of boulder concrete, but the fracture energy of crushed stone concrete does n ' t obviously increase when it ' s strength increases. the crack tip opening displacement ( ctod ) of all specimens chang less when the strength of concrete increases, so it is concluded that the location of the axle in the ligament of the specimens is relatively stable

    根據記錄的全,計算了不同強度等級的卵石混凝土、碎石混凝土的裂韌度k _ ( ic ) 、裂能g _ f以及裂縫的尖端口位移ctod ,比較了不同強度等級卵石混凝土及碎石混凝土的裂韌度k _ ( ic ) 、裂能g _ f以及裂縫的尖端口位移ctod的關系,發現卵石混凝土、碎石混凝土的荷載峰值fmax 、裂韌度k _ ( ic )隨強度增加而增加,卵石混凝土的裂能g _ f隨強度增加而呈增加趨勢,碎石混凝土的裂能g _ f隨強度增加變化趨勢平直,增勢不明顯。
  5. In order to solve this contradiction, reservoir engineering methods are used to estimate the exploitation process about the block, which including water drive curve method, the correlation experience method, the method of the flow pipe budgetary estimate and the method of well net density. on the basis of these method, the author studied the macrocospical distributing of remaining oil in each layer

    針對單元發過程中存在的突出矛盾,運用水驅法、相關經驗公式法、流管概演算法、合理井網密度法等油藏工程方法對塊的發歷程進行評價,在此基礎上進行各小層剩餘油的宏觀研究。
  6. This paper, based on normalizing well logging data while drilling and correcting depth into true vertical depth and calculating reservoir parameters and etc, combining the practical ease of mobei oilfield, extracted logging and geological pattern characteristic of target oil - gas formation and geosteering mark formation, and used bp neural network and regressive analysis to create predicting mode of geosteering parameter to build relevant contrast curve ; adopted geometry geosteering method to fix on die drilling direction of bit upper and declination, the position in reservoir, to judge the real drilling case. all finely solved the problem to follow the geological target while drilling for three horizontal well these methods improve the drilling horizontal well ability by using the techniques to follow the geological target while drilling, and then it is convenient and practicable

    本文在展隨鉆測井資料的標準化和斜井校正及儲層參數解釋與含流體性質判釋等工作的基礎上,結合研究工區莫北油田的實際情況,提取了目標油(氣)層和導向標志層的測井地質模式特徵,並採用bp神經網路法和回歸分析法建立了地質導向參數的預測模型、構造了相應的對比;採用幾何導向法確定鉆頭上下傾鉆進方向及其在目標層的位置,以判實際鉆進地層情況,很好地解決了研究工區三口水平井的隨鉆跟蹤地質目標的問題。
  7. In order to achieve the optimized tunneling approach, first, tunneling procedures, shift length, horizontal jet grouting length, bench length and space length between c and d part of crd method are optimized ; on the basis of these results, two kinds of tunneling schemes are calculated with three - dimensional fem and the optimized tunneling scheme is achieved. as results of the optimized scheme, the conclusion is made that the gas pipe above the tunnel of sk3 + 355 section is secure. the calculation results are verified through comparison of numerical simulation results and site - monitoring measurement data

    為得出適合本段工程的最佳施工路,利用大型有限元通用軟體ansys對挖順序、挖進尺、水平旋噴長度、臺階長度及crd工法施工的c 、 d部相錯長度進行了有限元數值模擬和優化分析,並利用這些分析結果,進行了兩個施工方案的三維有限元動態施工模擬,得出了較優的施工方案,並利用施工后的地表沉降槽,對sk3 + 355面處隧道上方的煤氣管的安全性進行了分析,得出了利用此施工方案施工不會造成此處煤氣管破壞的結論。
  8. Diagrams for example coal consumption and thermal efficiency in the light of online calculation presented by a software about boiler economic performance optimization developed with the tools visual c + + give you quick analysis and visualized judgment for boiler under different working conditions

    ( 3 )用visualc + +發工具對鍋爐經濟性能優化軟體進行了發。根據現場運行提供的數據,通過計算,圖表顯示煤耗、鍋爐效率等參數的特性;快速直觀的分析、判不同運行工況下鍋爐的可靠性與經濟性。
  9. A obstacle diagnosing expert system of pu1 steamer fan electrical machine have been set up by using the expert system tool in the movex software and mechanical vibration frequency spectrum knowledge. for the purpose of more straight dealing with vibration frequency spectrum curve, a diagnostic knowledge disposing system is developed by using curve compare method and vc + + and matlab software

    在機械設備故障診研究中,以pu1蒸汽風機發電機組為研究對象,結合movex軟體發了基於機械振動譜圖知識的故障診專家系統,同時為了更加直觀地處理譜圖,另行用vc + +與matlab軟體發一套基於擬合的機械設備故障診知識處理系統。
  10. At the same time in this paper we analyze nonlinear behavior of masonry through finite element method program and obtain its load when the wall start to crack and when it destroy, the p - u curve and so on. a comparison has been made between the data obtained from the experiment and the calculated through finite element method program so that we can study the cause of crack. in this paper we use finite element method to study concrete ' s character to analyze masonry, satisfactory results have been attained

    因此本文在對灰砂磚砌體進行力學性能試驗的基礎上,分析其裂縫產生的破壞模式與裂機理,並論述了將裂力學知識運用於研究砌體裂縫問題的可行性;同時,本文運用有限元方法對結構低周反復加載靜力試驗所做的灰砂磚墻片進行非性分析計算,得出墻片的裂荷載、極限荷載、 p ? u,裂縫在墻體上的分佈等,與試驗所得數據對比,以便於研究裂縫的裂機理,並將研究混凝土的有限元方法運用到對砌體的研究中,取得了較滿意的結果,為類似的試驗分析提供了一條新的思路。
  11. A market economy with moderate control on finance would encourage financial innovation, and the interrelation between financial control degree and financial innovation creative takes a shape of concave curve. the monopolistic competition as a market construction benefits most to the financial innovation activities, but complete monopoly as another market structure would be most disadvantageous in financial innovation activities

    計劃經濟體制下金融集中管制會抑制金融創新,市場經濟金融體系下的相對管制會促進金融創新,且在此管制方式下,金融管製程度與金融創新規模之間呈凸關系;壟競爭市場結構最有利於金融創新活動展
  12. According to the analyses of the research results about the feasibility of 4 - d seismic and the successful 4 - d seismic cases of foreign companies, the author put forward the suggestions for 4 - d seismic pilot area selection ; briefly analyzed the influential function of producing way on the seismic response ; utilized theory calculation, coring data analyses, and reservoir numerical simulation to define the fluid substitution effects on the p - wave velocity. through long time water driven to the reservoir, some of the properties and the log curves have changed, the author tried to find the variation rule of the reservoir and its effects on seismic velocity. the " blind point " in 4 - d seismic feasibility study both in china and overseas was found, that is the lack of consideration of the influence of physical property variation by long time water driven on the seismic response

    在深入分析國外四維地震可行性研究成果和成功實例的基礎上,提出了有利於水驅四維地震成功的工區優選條件;簡要剖析了各種采方式及其對地震特性的影響;利用理論計算、巖心分析、油藏數值模擬三種方法確定了流體替代對縱波速度的影響;通過對長期水驅造成的物性參數、測井以及油藏溫度和壓力變化規律的總結,分析了這些變化對地震速度的影響,指出了目前國內外水驅四維地震可行性研究中存在的盲區?沒有充分考慮長期注水造成的物性、溫度和壓力變化對地震響應的影響,完善了水驅四維地震可行性研究的內容;在考慮了這些變化因素后,高29塊水驅四維地震可行性研究結果表明:四維地震監測注水前沿可能要比監測油藏變化容易的多;以四維地震巖石物理可行性研究結果為基礎,提出了五個有助於突出四維地震造成的微小差異的途徑,為今後水驅四維地震研究指明了方向。
  13. The dcb ( double cantilever beam ) met hod to test the interlaminar toughness of fabric - reinforced laminates and the modified compliance calibration method ( mcc ) were adopted in this research. the double cantilever beam ( dcb ) test was executed for stitched laminates to evaluate the interlaminar fracture toughness. the stitch parameters ( stitch line spacing and pitch spacing ) were changed and their effects on interlaminar fracture toughness were examined by means of dcb test by using improved insert type loading fixture

    試驗中採用改進的插入型夾具、雙懸臂梁dcb ( doublecantileverbeam )試驗方法,測試了載荷?試樣口位移,依據改進的柔度梁方法( modifiedcompliancecalibrationmethod ( mcc ) )計算出了各個試樣的層間裂韌性( r)及層間裂韌性的平均值,闡明了縫合工藝參數與層間裂韌性( g _ ( ic ) )間的關系,以拉伸與彎強度為約束條件,以層間裂韌性值為目標優化了縫合工藝。
  14. 2 ) for making the meshes consistent on the common boundaries of adjoining surfaces, a new approach of boundary discretization is employed. 3 ) the boundary - representation structure is adopted to fulfill the mesh generation over combined surfaces. 4 ) the quality of surface meshes is improved by point creation on 3d scan lines and diagonal swapping procedure

    通過引入可移動的虛邊界解決了閉合面的剖分問題;通過對鄰接面公共邊界的統一處理,保證了組合面拼合處網格的相容性;以邊界表示數據結構為基礎實現了三維組合面的全自動網格剖分;採用空間掃描布點、診交換等技術,優化了網格的質量;並以autocad為支撐平臺objectarx為發工具,發了一個基於幾何造型的面三角形網格全自動生成程序。
  15. This paper introduces the principle of instrumented impact test method and its application in production and scientific research. emphasis is laid on achievements obtained in the field of developing measurement technique of fracture mechanics, analyzing characteristic parameter of impact curves as well as studying fracture mechanism of materials. in addition, the application and developing trends in the near future are also discussed in the paper

    介紹了儀器化沖擊試驗方法的基本原理及其在生產和科研中的應用,重點闡述了儀器化沖擊試驗方法在動態裂力學測試技術中的發、沖擊參數分析、材料裂機理研究等領域所取得的成果,並展望了這一方法未來的應用和發展趨勢。
  16. Finally, a new 3d surface ranging method based on a digital fringe projection and shifting technique is systematically studied and non - linear rectification algorithms which reduce measurement error is proposed. at the same time, the noise - immune phase unwrapping algorithm is deeply studied and a new algorithm for phase unwrapping of phase map is proposed. experiment make known the algorithm can reduce measurement error, bypass the noise points automatically, solve the problem of the shade sheltering or cavity, overcome the error propagation problem and better results have been obtained

    論文最後系統研究了基於數字相移條紋投影面三維測量方法,創造性地提出了一種減小測量誤差的非性校正演算法,取得了預期的效果;同時對相位去包裹演算法進行了較深入研究,提出了一種噪聲圖像相位去包裹方法;實驗表明該方法能減小非性測量誤差,自動避噪聲點和間點,獲得了滿意的結果。
  17. Associated tightly with the stokes measured in small capacity current breaking and short - circuit breaking test duty t100a ( short arc, middle arc and long arc ), the electric field distributions 3 ms after current zero have been calculated. the cold gas flow field corresponding with small capacity current breaking is calculated. based on the results derived from one - dimensioned gas flow field simulation, the two - dimensioned gas flow fields corresponding with short - circuit breaking test duty t100a ( short arc and middle arc ) are calculated as well

    本文採用與試驗緊密結合的方法,在給定機械行程的基礎上對三峽工程中採用的550kvsf6路器在小電容電流、短路方式5短、中、長燃弧電流過零后3ms內滅弧室二維靜電場分佈進行了分析計算;對該路器小電容電流時近似的冷態場進行了二維模擬分析計算;在對短路方式5短、中、長燃弧一維氣流場進行分析計算的基礎上進一步採用一維氣流場和二維氣流場相結合的方法,對該路器方式5短燃弧和中燃弧對應的二維熱態場進行了分析計算。
  18. Loading different shapes of slots in the patches of antennas will cut off the original surface current and the current has to flow around the slots that make its route longer. this course is equally satisfactory in result of inserting cascade inductances in the equivalent circuit of antenna

    當在貼片表面不同形式的槽或細縫時,切了原來的表面電流路徑,使電流繞槽邊折流過而路徑變長,在天等效電路中相當于引入了級聯電感。
  19. With holding potential of - - 80 mv depolarization beyond - - 50 mv elicited an inward current, peaked at + l0mv and reversed between + 40 mv and + 60 mv 5 ll m nicardipine, a potent blocker of l - type calcium channel, markedly blocked the " ib

    始出現,峰值在去極化刺激至10 20mv出現,翻轉電位為巧0仍0mv 。 l型鈣通道特異性阻劑nicadipine可以明顯抑制ib 。 ,並且iv分佈在應用nicardipine前後無改受。
  20. During the test procedure, the compliance test method is adopted to increase the load cyclically until the crack extends over the height of the specimen. then the record data are rationally smoothed and calibrated for next use, at the same time, the response on the tail of measured curve is expressed in mathematical function to eliminate its errorous influence on gf

    在測試過程中採用了柔度測試法以循壞的方式增加荷載直到試件完全,然後對試驗進行了合理的光滑處理,並對試驗的尾部進行了擬合表達盡量消除其對結果的誤差影響。
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