移位原則 的英文怎麼說

中文拼音 [yíwèiyuánzé]
移位原則 英文
principle of displacement
  • 移 : Ⅰ動詞1. （移動） move; remove; shift 2. （改變; 變動） change; alter Ⅱ名詞（姓氏） a surname
  • 位 : Ⅰ名詞1 （所在或所佔的地方） place; location 2 （職位; 地位） position; post; status 3 （特指皇帝...
  • 原 : Ⅰ形容詞1 （最初的; 原來的） primary; original; former 2 （沒有加工的） unprocessed; raw Ⅱ動詞（原...
  • 則 : Ⅰ名詞1 （規范） standard; norm; criterion 2 （規則） regulation; rule; law 3 （姓氏） a surname Ⅱ...
  • 移位 : bit shift
  1. Fist of all, on the basis of the research of agone boffins, this author investigates the interaction mechanism of bolts and rock, and introduces the elastic ? lastic analytical resolution which is consist of the liner structure, the equivalent reinforced wall rock and the original wall rock in the simple loading from the equivalent well - proportioned view ; this solution is very important meaning for the engineering design. on the basis of coulomb friction model, the author introduces the finite element equation of the contact problem in order to provide the academic foundation for the application of msc. marc. finally, combining the engineering practice of the non - linear analysis of shield tunnel through yellow river of the south - north water transfer and using the model of friction, the author researched the evolution law of stress and displacement field in the structure of grouted rock bolts, and analyzed the effect to the stress and deformation of surrounding rock mass due to anchor supports

    首先，在前人研究成果的基礎上，對錨桿與圍巖的相互作用機理進行研究，利用全長錨固錨桿的中性點理論，從等效均化的角度來考慮錨桿對圍巖的加固作用，並推導了在簡單荷載作用下，含有襯砌、等效加固后的圍巖、原始圍巖三者的彈塑性解析解，對工程設計有著重要的參考意義；在數值模擬方面，以考慮錨固圍巖滿足規則化庫侖摩擦模型為基礎，利用虛功原理推導了接觸問題的有限元方程的計算格式，為開發運用大型商用有限元軟體msc . marc提供了理論根據，也形成了本文的理論基礎：最後，論文以南水北調東線穿黃隧洞穩定性分析項目為工程實例，利用本文所述的接觸問題的摩擦模型理論，對錨桿支護結構的應力場、位移場的變化規律進行了研究，分析了加錨支護對隧洞圍巖應力、變形的影響。
  2. Article 14 the principle of keeping the cultural relics in their original state must be adhered to in the repairs and maintenance at the sites designated as the ones to be protected for their historical and cultural value and in any removal involving these sites, such as sites related to revolutionary history, memorial buildings, ancient tombs, ancient architectural structures, cave temples, stone carvings, etc. ( including attachments to the structures )

    第十四條核定為文物保護單位的革命遺址、紀念建築物、古墓葬、古建築、石窟寺、石刻等（包括建築物的附屬物） ，在進行修繕、保養、遷移的時候，必須遵守不改變文物原狀的原則。
  3. Abstract : this article deduces the calculation formulation of jointless - track ' s stability using the theorem of bogus - locomotion, and calculates the influences of the changes of various parameters on jointless - track ' s stability and suggests some important principles of keeping jointless - track ' s stability in the process of maintaining jointless - track

    文摘:利用虛位移原理推導了無縫線路穩定的公式，計算了各種參數的變化對無縫線路穩定的影響，提出了在線路養護工作中保證穩定的一些重要原則。
  4. It is independently adjusted on the right and the left patent no36247. the rotary point of pincers base plate is located at the point between the first and second pincers. the curve in between will be changed when the groups of right and left pincers are adjusted, which will keep the uppers more attached to the lasts

    18 .爪盤大小可快速調整結構爪盤採用雙軌跡結構，左右分開獨立位移調整專利第新型36247號其旋轉原點則不受空間限制，設定於中爪及第二爪之銜接處，故左右爪組于快速調整大小時，和中爪之弧型位置，絕不會改變，可使鞋面于夾緊時更貼楦頭，確保結幫品質。
  5. In this paper, the three level fortification criterion, two stage design method and the elastic response spectrum theory are adopted, and the program of nba ( the program of nonlinear - aseismic analysis for beam bridge ) is used to calculate. through gathering, analyzing and calculating a lot of bridge design materials, this paper induces a simple way to calculate the relative displacement of the beam and the pier, and then according to the current design method, it concludes a better design principle of the supporting length of the beams. at the same time the dynamics is adopted to put forward the design method of the carrying capacity and the lengthen of prestress wire ( steel bar ) falling - off prevention structures of highway bridges

    本論文採用三水準設防、兩階段設計方法、彈性反應譜計算理論，運用橋梁結構非線性地震響應分析程序nba （ theprogramofnonlinear ? aseismicanalysisforbeambridge ）進行計算；通過收集大量的實橋設計資料，經分析計算，歸納總結出計算上下部結構相對位移的簡便計算方法；並綜合國內外的經驗值，提出梁的支承長度se的設計原則；同時運用動力學突加荷載的原理，推導分析了預應力鋼絞線式（鋼棒連接式）落梁防止裝置設計承載力的計算方法和設計伸長量s _ f的取值；最後本文通過實橋計算，說明了落梁防止系統設計的方法。
  6. At the same time, the method of disposal phase shift of ct by compensation is introduced. then the analysis and statistic of electrical power quality, the control scheme and compensating amount of capacitor for reactive power compensation are analyzed respectively. and in the paper, the control with a / y and the switch with ac contactor and solid state switch is valid measure not only for improving operate level economically and amending electrical power quality but also for avoiding of replacing switch frequently and decrease economic loss

    然後對現有的演算法進行了詳細的分析、比較，篩選出既能滿足硬體要求又可降低投資、保證精度、簡化軟體的方案，確定了準同步采樣的方案，並通過對準同步采樣誤差的分析，提出了一種從45開始采樣，從而提高精度的采樣數據處理辦法，同時，對于電流互感器相位漂移提出了一種補償辦法，接著對裝置中電能質量分析與統計以及無功補償中電容器的補償量、投切原則也作了相應分析，其中對于無功補償採用y混合接線，並利用交流接觸器和固態開關共同投切電容，不但提高了經濟運行水平、改善了電能質量，而且有效的避免了頻繁更換開關，減少了經濟損失；最後，設計了裝置的硬體電路並繪制了相應的軟體流程圖。
  7. The migration results of the synthetic and ocean field datasets show that this method is correct and effective. several prestack depth migration methods are proposed and unified to the synthetic source record migration method. these methods include plane wave migration with fourier finite difference ( ffd ) extrapolator, maximum energy plane wave migration and prestack migration with phase encoding of areal shot records

    通過對本文提出的平面波傅立葉有限差分疊前深度偏移方法、最大能量面炮記錄疊前深度偏移方法和相位編碼面炮記錄疊前深度偏移方法的研究，試算和對比，提出了合成震源三原則，根據這些原則，提出了合成震源概念和合成震源記錄疊前深度偏移方法。
  8. The reform of transfer system in china must not be confined on itself. the reform should start from the basic principle " function choosing income ", perfecting system foundation of transfer firstly which means ensuring the definition, stability and rationality of function division. then, it is possible to bring forward relevant reform suggestions

    我國的轉移支付改革絕對不能只局限於轉移支付本身，必須從事權決定財權四川大學碩士學位論文這一基本原則出發，先完善轉移支付的制度基礎?保證支出職能劃分的明確性、穩定性、合理性，在這個基礎上才能提出相應的改革建議:合理劃分財政收入;明確轉移支付的目標;科學計算財政缺口;選擇適當的轉移支付方式實現不同的政策目標;提高轉移支付計算的科學性、透明度和可預見性。
  9. By means of the numerical subarea regulation of the change of displacement of xietan landslide, the general rules of the selection of deformation monitoring profiles are put forward

    藉助水庫型滑坡位移場變化敏感程度數值分區規律，提出三峽庫區水庫型滑坡變形監測剖面選取的一般原則。
  10. ( 5 ) aiming at irregularity of a real fracture surface or a real crack profile, applying griffith ' s criterion and fractal geometry, the real asymptotic expression at the crack tip is developed, and it is discovered that the fractality of the crack reduces the stress singularity at the crack tip

    （ 5 ）針對實際斷裂面或裂縫的不規則性，利用griffith能量平衡原理及分形幾何，推導了裂縫尖端實際應力場和位移場的表達式，研究發現，裂縫的分形性減小了裂縫尖端應力的奇異性。
  11. Treatment were according to the degree of displacement and the time of injury

    治療原則根據骨折之移位程度及受傷時間決定。
  12. To truly reflect complex geometrical layout of bolts, a composite model of three - dimension anchored rock mass has been proposed for numerical simulation. the corresponding formulation of anchored mass ' s combined units has been formed by displacement interpolation theory of fem and statical effective principle. and the corresponding detailed rules has also been advanced

    針對加錨巖體的數值模擬，為了真實反映各種錨固件的復雜幾何布局，文中給出了三維加錨巖體的組合模型，利用有限元法中的位移插值理論和靜力等效原則建立加錨巖體組合單元的相關列式，並提出相應的實施細則。
  13. The different distributions of surface level pressure, wind ( 10 meter ) and surface air temperature before and after the regime shift indicate that the increase of aleutian low, position change of its core, and the change of wind field in accordance, especially during the winter months, are the major dynamic reasons for the significant reduction of ice extent in bering sea

    結果表明： 20世紀70年代後期，海冰范圍在白令海存在顯著的均值突變現象，而楚科奇海在對應階段則表現為更明顯的變頻現象；在突變點前後兩個時段里，阿留申低壓中心低壓加強、核心位置偏移以及對應風場分佈的變化是導致白令海海冰范圍明顯縮小的主要動力原因。
  14. Under the horizontal earthquake action and wind force, aim at " the pure frame structure with rectangle columns ", " the pure frame structure with special - shaped columns ", " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns ", earthquake action analysis was done by the spacial finite element method through the changes structural parameter. analyzing systematically " structure vibration mode ", " vibration period ", " structure lateral rigidity ", " seismic action force ", " seismic response force ", " floor seismic shear force ", " lateral horizontal displacement of structure " and " members internal force ". results indicate : ( 1 ) based on equal area, the special - shaped columns replaced the rectangle columns, the structural lateral rigidity enlarges, the lateral displacement minishes obviously, the earthquake response increase slightly, the biggest increasing amount of frame columns axis - compress ratio is smaller than 0. 08. the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3. 6, the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree, structure earthquake response is bigger, belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement, members internal force enlarged just rightly, have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), adopting special - shaped columns structure system, should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result

    西安理工大學碩士學位論文在水平地震作用下，並考慮風荷載組合，分別對「矩形柱純框架結構」 、 「異型柱純框架結構」 、 「異型柱框一析架結構」及「異型柱框-剪結構」等四種結構體系，通過改變結構參數，運用空間有限元方法，進行地震作用計算。系統地分析研究「結構振型」 、 「振動周期」 、 「結構側向剛度」 、 「結構地震反應力」 、 「樓層地震剪力」 、 「結構側向位移」 、 「層間位移角」 ，以及「構件內力」 。結果表明:在等面積原則下，異型柱代換矩形柱后，結構剛度增大，側向位移明顯減小，地震反應力略有增加，框架柱軸壓比最大增幅小於8 % ，結構整體抗震性能有所提高;當異型柱肢長肢厚比小於等於3 . 6時，結構有利於抗震;水平地震作用力與整體坐標夾角為0度時，結構地震作用效應較大，屬結構設計的控制因素之一;異型柱框一析架結構採用「人」字斜撐，側向剛度大於「八」字斜撐和「人一八」字混合斜撐;異型柱框一剪結構側向剛度大、位移小，構件內力增大適中，是一種抗震性能優越的結構體系:在抗震設防烈度較高地區（ 8度）和抗震不利的建築場地（ m類場地） ，採用異型柱結構體系時，應盡可能減輕結構自重，降低地震作用力;分別採用「振型分解反應譜」法和「時程分析」法進行地震作用計算，兩種方法所得結果基本一致。
  15. Fouth, the essay analyses the influence of liability insurance upon the criterion of liabity in tort law. liability insurance ensures and stabilizes the position of no - fault liability. liability insurance has both positive and negative influence upon the applicable scope of no - fault liability. finally, the writer concludes that criterion of liability system in our country should include both the fault liability and no - fault liability. with the case analysis, the writer again rejects to regard the equitable liability as the criterion of liability

    又次，本文從現代工業社會事故激增並趨嚴重，損失分散的思想逐漸取代損失轉移成為侵權行為法的思考方式的角度，從侵權責任體現的正義觀發生變化的角度，審視了責任保險對侵權行為法歸責原則的影響:責任保險肯定並穩定了無過錯責任原則的地位，對無過錯責任原則的適用范圍既是促進也是遏制。
  16. Drawing on the feminist object - relations theory and its analysis of the concept of autonomy, the following two chapters anatomize the two major principles implicated in the conception of state external sovereignty, namely, territoriality and non - intervention, and argue that because of their inner contradictions and the omnipresent relatedness in the world politics, these principles have never been made a reality and have been revised to a great extent, the most obvious instance being the predicament the third - world peoples have been in no matter in the colonial period or in the post - colonial period. the conclusion of this thesis is that the traditional conception of state external sovereignty should be replaced by the conception of relational sovereignty which emphasizes relatedness, care, and empathy

    然後以女性主義客體關系理論及其對自主概念的分析為借鑒，解剖了國家對外主權觀念的兩大構成要素? ?領土性原則和不干涉原則所體現的認識論傾向，回顧了這兩大要素在世界政治實踐中遇到的困境和做出的修正、以及第三世界在追求主權的努力中所面臨的悖論，從而得出最終的結論：傳統國家對外主權觀念在充滿聯系性的世界中不可能真正實現，以女性主義思想為指導再造后的聯系性主權觀念應該在承認聯系性的本體地位的基礎上賦予關懷和移情以更重要的地位。
  17. The traditional static location area scheme used in the location updating procedure of mobile communications has many problems, such as lack of flexibility, ms oscillating between la borders, focused signaling load on border cells, etc. in this paper we present a new adaptive location updating scheme, which can solve the above problems, and can change easily to other la schemes. the scheme uses multi - level las, selected according to single ms s mobility and call characteristics, to make the best tradeoff between wireless signaling cost of location updating and paging

    在移動通信的位置更新過程中，傳統的靜態位置區方案存在著缺乏變化的靈活性、邊界振蕩、信令負載過于集中問題，本文提出了一種新的自適應位置更新方案，採用不同級別的位置區，位置區的選擇根據移動臺當時的移動和呼叫情況，按照使位置更新和尋呼的無線信令總代價最小的原則確定.該方案可有效地解決靜態位置區的各種問題，並能方便地與其它位置區方案切換
  18. Furthermore, the results of pushover analysis indicate that the simplified column - beam model is validity. correlational three - lever seismic performance objectives, a case study applied direct dbsd method for a ten - storey r. c

    結合我國三水準抗震設防原則，採用直接基於位移的抗震設計方法對一幢10層框架-剪力墻結構進行了分析。
  19. The chapter is set as the base for the aim and content of the dissertation. in chapter two, the author focuses on related theory basis which support the transnational regional development of border areas. 1 ) the author analyzes the classical theory, such as location theory, regional labor division theory, gradient development theory, system theory, synergy theory, and

    首先對區位理論、區域分工理論、梯度推移理論、系統理論、協同理論等經典理論依據及其在論文研究中的應用進行分析;其次，結合邊境區位的特點與已有研究成果的基礎，研究提出「邊境區位價值」的理論概念，並闡述邊境區位價值的內涵與構成，論述邊境區位價值的影響因素及其動態變化機理;最後，論述了跨國區域合作開發的基本條件與障礙因素、主要特徵與基本原則。
  20. Typical earthquake records are selected and artificial earthquake wave under consideration are designed according to the response spectrum of chinese code. nonlinear time history analysis ( nl - tha ) to each building with the eight earthquake wave altogether as input are conducted, and the pushover analysis ( poa ) and the capacity - demand - diagram methods ( cddm ) analysis with five common lateral force patterns are carried out on each building

    分別對各結構進行典型地震動下的時程分析，以及採用五種常用側向力分佈的pushover分析與能力譜法分析，根據等頂點位移原則對比不同地震動強度下兩者的層間位移反應，對不同層數結構以及不同地震動強度下pushover分析的側向力選取提出了建議。
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