有效靜變形 的英文怎麼說

中文拼音 [yǒuxiàojìngbiànxíng]
有效靜變形 英文
effective static deflection
  • : 有副詞[書面語] (表示整數之外再加零數): 30 有 5 thirty-five; 10 有 5年 fifteen years
  • : Ⅰ名詞(效果; 功用) effect; efficiency; result Ⅱ動詞1 (仿效) imitate; follow the example of 2 ...
  • : Ⅰ形容詞1. (安定不動; 平靜) still; calm; motionless 2. (沒有聲響; 清靜) silent; quiet Ⅱ名詞(姓氏) a surname
  • 有效 : effective; valid; efficacious
  1. This software take full advantage of the multimedia technique, especially the three - dimensional animation, to open out the abundant meanings and scientific theories in structural chemistry by using lush graphical interfaces, lifelike animation, lifesome sound effects, alluring exhibitive technique, translate bald contents and nonobjective theories into visual, direct - viewing, lively demonstration, change static and plane teaching method into dynamic and three - dimensional teaching process with attraction and infection, realize visual and enlightened teaching

    本軟體充分應用計算機多媒體特別是三維動畫製作技術以豐富的圖界面、逼真的視頻動畫、生動的音響果、引人入勝的表現手法揭示了結構化學中包括的豐富內涵和科學原理,將原來枯燥的內容和抽象的理論轉象、直觀、生動的演示,使以前態的,平面式的教學為動態的、三維立體的教學過程,具吸引力和感染力,實現了象化、啟發式教學。
  2. The defect of this kind of literary style is that do not there is not close connection between incident and incident, just appeared successively according to the order of time, made the structure of the works seem loose, it is difficult to form the whole effect ; at incident prosily, it narrates scarce to change rhythm static behavior describe have enough and to spare and work up insufficient sense, it was the history living dramas of static historical pictures but not a scene curtain with all linked with one another ring that reproduced out ; regarded incident as the centre, in people s discipline history, dredged and left literature to announce the aim of the question of life

    作為一種敘事散文,回憶錄的寫法理應不拘一格,但事實上大多數作者都是採取的無技巧筆法,也就是一個接一個地敘述事件直至結束,其間加入自己對歷史的感受和思考。這種寫法的缺陷是事件與事件之間沒緊密的聯系,只是按照時間順序先後出現,使作品結構顯得鬆散,難于成整體應對事件平鋪直敘,敘事節奏缺乏化,態描述餘而動感不足,再現出的是一幅幅止的歷史畫面而非一幕幕環環相扣的歷史活劇以事件為中心,以人紀史,疏離了文學揭示人生問題的宗旨。
  3. Linear induction motor is an important kind of machines which have some merits such as simple structure, low cost, durability, convenience for maintenance etc. the subject of this thesis is to study a big circular ring linear induction motor, and the major works in this thesis are summarized as follows : ( 1 ) considering the effects of the finite length of primary core, one - dimension analytical solution for the air gap field is cited in this paper. based on it, the single layer winding magnetic field is studied. considering whole - pitched and short - pitched winding configuration with odd poles and half - fulled slots in both ends, the double - layer winding magnetic field is analyzed, respectively

    本文對大圓環直線感應電機進行了深入細致研究,內容包括: ( 1 )本文採用限長行波面電流作用於限長鐵芯上的模型,引用了氣隙磁場一維解,研究了單層繞組磁場,奇數極半填槽雙層繞組在採用整距和短距時磁場的分析、比較,簡單介紹了二維解; ( 2 )用限元軟體ansoft對大圓環直線感應電機空載氣隙磁場進行了態分析,並分析了結果; ( 3 )用軟體進行了額定電壓下的瞬態分析,得到了轉矩,位移,轉速隨時間化曲線圖,利用單極性霍爾元件測定轉速並與軟體計算結果進行了比較,採用等電路法計算了堵轉時的最大電磁力並做實驗進行了驗證,由實驗測得了三相電流波,並與計算結果進行了比較,對其不對稱性進行了定性分析。
  4. Aim to evaluate the feasibility of one simple method to establish model of venous thrombosis for studying the therapeutic effect of intracavitary ultrasonic therapy on venous thrombus of animal models. methods the lower limbs of 20 dogs were divided randomly into the experimental group and the control group. the femoral veins of the experimental group were ligated at the close and distant end respectively to slower the flow of blood. the veins in control group were operated but not ligated. then, the changes of the dogs ' lower limbs were observed and the femoral veins were excised for pathological examinations and examined to investigate the condition of thrombis in the veins at the 1st, 4th and 7th day respectively after operation. results all the dog ' s lower limbs in the experimental group swelled and were lame slightly, the thrombus came forth in all the 6 veins by pathologic study at the 1st day after operation. and it was opposite in the control group. in addition, the swelling of all the dogs ' lower limbs was aggravated and all the 14 femoral veins were filled with compact mixed thrombus at the 4th and 7th day after operation. and it was also opposite in the control group. conclusion the method to establish models of venous thrombosis by the simple ligation of close and distant end of the femoral veins can make thrombosis more approaching clinical course of thrombosis and is satisfying

    目的為研究腔內超聲溶栓對動物模型脈血栓的療而評價一種制備脈血栓模型方法的可行性.方法犬20隻採用自身對照研究,犬一側後肢股脈為實驗側,另一側為對照側.實驗側行股脈近、遠端分別結扎,人為造成犬後肢股脈血流緩慢;對照側行手術,但不結扎血管.然後于術后第1 , 4 , 7天分別觀察犬後肢化,切取血管標本做病理觀察,了解血栓成情況.結果術后第1天實驗側全部出現後肢腫脹,輕微跛行,病理切片顯示: 6條脈全部都成血栓;對照側沒出現後肢腫脹及跛行, 6條脈都無血栓成.第4 , 7天實驗側後肢腫脹加重,跛行,病理切片顯示:實驗側14條脈血栓充滿管腔,為混和血栓;對照側沒出現後肢腫脹及跛行, 14條脈無血栓成.結論採用脈單純結扎法制備犬脈血栓模型,血栓成更接近臨床血栓成過程
  5. In the paper, static and dynamic triaxial tests were conducted on fiy ash at shanmenxia longgou ash dam, and the static and dynamic parameters of fly ash were obtained. thirdly the 2 dimensions static analysis of the ash dam was conducted based on biot ' s consolidation theory and duncan ' s nonlinear stress - strain model. finally the plane dynamic behaviors of the ash dam during earthquake of intensity 7 were analyzed based on the exponent function model of excess pore water pressure aroused by earthquake, which is put forward in the paper, and equivalent visco - elastic dynamic fem model and principle of effective stress

    本文結合實際工程,對三門峽火電廠龍溝灰壩的築壩粉煤灰進行了、動三軸試驗,確定了該壩粉煤灰的動力學指標;然後根據比奧( biot )固結應力原理,採用鄧肯( duncan )非線性應力應模型,對該灰壩的二維力應力和狀態進行了分析;最後利用本文提出的地震超孔壓指數函數模型,採用等價粘彈性動力限元方法,對該灰壩在地震作用下的動力穩定性進行了分析評述。
  6. The choice dam type is especial importance, during the designed research of the rock - fill dam, particular under the rock - fill dam with very deeply cover layer, the stress and strain of the middle wall and cutting interpenetration wall of the dam foundation is mostly sensitive, whether the. design of dam is scientific and reasonable, it is very important for cutting interpenetration and stability of the dam, the article offer the reference for the design of cutting interpenetration in the foundation with deep cover with earth the water conservancy in xiaban zone, based on the study and analysis the design of cutting seep in the foundation with deep cover with earth, cutting interpenetration concrete wall and the joining model of cutting interpenetration material in body of dam and the applying effect in the practical worko based on the foundation which absorbed and summarize the achievement of design and research in the inter and outer country, for the project of the clay vertical middle wall and vertical cutting interpenetration, the asphalt concrete vertical middle wall and vertical cutting interpenetration the clay inclined middle wall and the lever carpet layer cutting interpenetration, respectively in terms of the different stage of complete period sluice period and working condition, adopting nonlinear calculate and analysis with the finite element method ; carrying the analysis and study with the 3d finite element method as to the different joining model of the left bank high slope cutting interpenetration body and the foundation concert cutting interpenetration wall ; carrying the analysis and study with the 3d finite element method as to the effect of the wall stress and strain because of the different elasticity modulus of the concert cutting interpenetration wall through the analysis and study with the different project. have comparatively all - around comprehended the various model dam, particular the distribute rule of stress and strain of the cutting interpenetration system, provide for the important evidence of the plastic area size the join model of the foundation cutting interpenetrate wall and dam body cutting interpenetrate system the choice of the dam model and the design of the structure of the dam body, the result of research and advice have very importance value in design and building for the similarity project

    工程設計中,壩型的選取顯得尤為重要,特別對于壩基深厚覆蓋層的堆石壩,心墻和壩基防滲墻的應力和是壩體、壩基最敏感的部位,設計方案是否安全、科學和合理,對大壩防滲和穩定起到至觀重要的作用。本文研究分析了國內外深厚覆蓋層基礎防滲設計、壩基混凝土防滲墻與壩體防滲體銜接式及工程實際應用果,為下坂地水利樞紐工程深厚覆蓋層基礎防滲設計的方案選擇提供了參考;在吸收和歸納了國內外堆石壩的設計研究成果的基礎上,對粘土心墻和壩基垂直防滲方案、瀝青混凝土心墻和壩基垂直防滲方案以及粘土斜心墻和壩基水平鋪蓋防滲方案,分別按竣工期和蓄水運行期的不同工作情況進行了限元非線性計算分析;對左岸高陡邊坡的大壩防滲體與基礎混凝土防滲墻的不同結合型式進行了三維限元力計算分析和研究;對混凝土防滲墻不同彈性模量對墻體應力和位的影響進行了三維限元力計算分析和研究。通過對不同方案的計算分析和研究,比較全面的了解了各方案壩體,尤其是防滲體的應力和分佈規律,為壩型選擇、壩體結構設計、基礎防滲墻與壩體防滲體的結合型式以及塑性區大小的確定提供了重要依據。
  7. To solve this problem, we used the formal charge model to study electrostatic interactions of protein complexes. and a fast and effective model for predicting the salt and ph dependent properties of protein complexes was presented here and applied to the analysis and prediction of the stability of protein structures

    針對這個問題,我們採用簡單式電荷模型來研究蛋白質二聚體電相互作用,建立了一種快速、地預測蛋白質穩定性隨溶液ph值和鹽離子濃度化的方法,並將其應用於蛋白質分子結構穩定性的分析和預測。
  8. In this dissertation, the principle of fem in em was discussed, then the pulse radar and three - layered pavements were analyzed with 20 - noded and 4 - noded isoparametric elements respectively. then, corresponding fem programs are compiled in fortran90. so a forward model was built up to describe the transmitting of electromagnetic in the radar and pavements, according to the system identification method

    針對上述情況,本文系統闡述了電磁場限單元法的基本原理,然後採用二十節點、四節點等參單元分別對pulse雷達實體及三層路面系統進行了態場和時場的限元分析,初步建立了電磁波在三層路面中傳播的正演模型,同實測波相比,模擬果較好,並用fortran90語言編制了相應的三維、二維限元程序,具較好的可讀性和可移植性。
  9. In the regions of the east plain, the geological conditions of the surface vary little, so the effective reflected waves in the original seismic data are relatively stable, the static correction problem and all kinds of disturbance are not much obvious and the signal - to - noise ratio ( snr ) is relatively higher

    在東部平原地區,由於地表地質條件化不大,原始地震資料中反射波相對穩定,校正問題及各類干擾不十分突出,信噪比相對較高,在常規處理中都已成了一套相對穩定的地震數據處理流程。
  10. 2. based on the muller - breslau principle, formulars of equivalent nodal loads for the curved - and straight - beam element while occuring unit relative constrained displacement have been deduced. the influence surface of the internal force for grillage has been analyzed by combining kinematic method with finite element static method, using the superposition principle applied to little deformation

    根據米勒-布雷斯勞原理,推導了曲梁、直梁截面發生單位強迫相對位移時的等結點荷載計算公式,運用小的疊加原理,將梁格機動分析與梁格限元力分析相結合建立了內力影響面。
  11. The test results demonstrate that this prototype has excellent comprehensive performances such as small bulk, lower weight, high efficiency, high steady precision, fast dynamic response, wide range input voltage, good output waveforms, strong over - load and short - circuit ability, and strong function with different nature load and three - phase unbalanced load

    試驗結果表明,該流器具體積重量小、率高、態精度高、動態響應快、輸入電壓化范圍寬、輸出波質量高、過載與短路能力強、帶不同性質負載和帶三相不平衡負載的能力強等優良的綜合性能。
  12. According to different transverse difference in temperature and lengthways difference in temperature, the paper gave the method of computing temperature effect including : 1 ) the stress ot1 caused by nonlinear difference in temperature. 2 ) the constrain stress o t2 in undetermined structures by equivalent difference in temperature. 3 ) the constrain stress ot3 caused in undetermined structures by even difference in temperature tm

    針對具不同性質的橫向溫差和縱向溫差,本文分別提出了預應力結構的溫度應的計算方法,包括: 1 )非線性溫差引起的自約束應力_ ( t1 ) ; 2 )等線性溫差引起的超定結構的約束太原理工大學碩士學位論文應力民3 )均勻溫差tw引起超定結構中的約束應力4 4 )均勻溫差tm引起梁的軸向受到柱的側向約束,與預應力筋的溫度之間的差異引起的預應力的化。
  13. Main content of " hef ( high efficient firewall ) firewall realize mode study " have : ( 1 ) emulation experiment and ipv6 / tunnelbroker model set up through transproxy, explain transproxy method, improved structure of rfc3053 emphatically, act for technology about solution of efficiency, make their suitable for different need of isp of scale ; ( 2 ) on the basis of analysing ipsec agreement security question, to isakmpsa varying load attacks and improves in consulting, carry on form analyses, proved, design vpn high - efficient safe model based on ip / ipsec concept finally ; ( 3 ) on the basis of ids dynamic characteristic of system, for remedy firewall static deficiency of defence, design one method that the two combine, offer a good foundation for high - efficient online security system ; ( 4 ) through theory design and emulation experiment, the above - mentioned three part can make and imbed fire wall of the system for module, offer certain theoretical foundation to domestic fire wall design of product

    《 hef ( highefficientfirewall )防火墻實現模式研究》的主要內容: ( 1 )通過transproxy模擬實驗及ipv6 / tunnelbroker模型建立,著重闡述transproxy方法、改進的rfc3053的結構,以及代理技術中率的解決方案,使之適用於不同規模的isp的需要; ( 2 )在分析ipsec協議安全性問題基礎上,針對isakmpsa協商中的換載荷攻擊做出改進,並進行式化分析、論證,最終設計出基於ip / ipsec概念的vpn高安全模型: ( 3 )基於ids系統的動態特性,為彌補防火墻態防禦的不足,設計出兩者聯動的方法,探索了高網路安全體系模式研究的新方向; ( 4 ) hef防火墻實現模式的理論研究及模擬實驗,所得三部分研究結論均可設計出module ,內嵌入防火墻系統中,為國內防火墻產品的設計提供了一定的理論基礎。
  14. Adopting the deformation harmony theory, the numeric calculation of the curve of load versus settlement is made. the fitting results between the calculated curve of load - settlement and the measured one of piles with different construction process are illustrated. hence, under the condition of few or no static load test data, the performance of bearing capacity of single bored pile in loess may be predicted utilizing indexes of shear wave velocity, static cone penetration test and modification coefficient of depth, so it is remarkable to reduce the blindness of preliminary design of pile

    通過室內試驗及原位測試指標進行理論計算與現場實測值的對比,筆者引入了施工工藝修正系數k _ ( c1 )和k _ ( c2 )及深度修正系數,使理論計算值與現場實測值具良好的一致性,進而通過協調理論對荷載?沉降曲線進行數值計算,並用不同施工工藝的實例說明了理論計算荷載?沉降曲線與實測荷載?沉降曲線的擬合果,從而達到可在不做載荷試驗或少做載荷試驗的情況下通過剪切波速和力觸探試驗指標以及施工工藝修正系數等預測黃土地基中鉆孔灌注樁承載性狀,這對于工程初步設計中減少設計的盲目性具十分重要的現實意義。
  15. If the 26 % of lesions with nodularity or combined with venous malformation were excluded, and only flat lesions were concerned, the excellent and favorable rate rose to 32 % and 68 %, compatible with western reports

    如果不考慮結節化或合併脈畸的26 %病人,前述療則提高至32 %及68 % ,與西方人的報告近似。
  16. Through discussion and comparison of some numerical results with the corresponding tested results, it demonstrates that the proposed finite volume method can accurately and effectively predict the static large - deflection deformation behavior and harmonically excited and wind - induced vibration behavior. the method is also of high computational efficiency

    通過對計算結果進行分析,並將部分結果與實測結果進行比較可以發現,本文的數值方法能夠較為準確地預測懸索的大撓度態受力和特性,預測懸索的簡諧激振、風振等動力響應,並具較高的計算率。
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