限制分解角 的英文怎麼說

中文拼音 [xiànzhìfēnjiějiǎo]
限制分解角 英文
limiting resolving angle
  • 限 : Ⅰ名詞（指定的范圍; 限度） limit; bounds Ⅱ動詞（指定范圍, 不許超過） set a limit; limit; restrict
  • 制 : Ⅰ動詞1 （製造） make; manufacture 2 （擬訂; 規定） draw up; establish 3 （用強力約束; 限定; 管束...
  • 分 : 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
  • 解 : 解動詞（解送） send under guard
  • 角 : 角Ⅰ名詞1 （牛、羊、 鹿等頭上長出的堅硬的東西） horn 2 （古時軍中吹的樂器） bugle; horn 3 （形狀像...
  • 限制 : place [impose] restrictions on [to]; astrict; restrict; limit; confine; shut down on [upon]: 限制...
  1. This text begins with analysis that our country appraises the confusion of the system at present in real example, exposing ontology question of the scientific knowledge in terms of philosophy of science, regarding this as the platform, the text has analysed the concept of the scientific evidence, procedure function of the scientific evidence, studied the value of the scientific evidence, put forward standard that scientific evidence can adopt should be : the scientific knowledge of the basis has validity, relevancy with the factum probanda the method and conclusion have reliability

    本文以法官如何審查認定科學證據，限制專家話語權擴張對糾紛解決機制的侵襲為立論平臺，從實證分析我國目前鑒定體制的混亂切入，從科學哲學的角度闡述了科學知識的本體論問題，以此為平臺，分析了科學證據的概念、科學證據的程序功能，研究了科學證據的價值，提出科學證據可採的標準應當是：依據的科學知識具有有效性，與待證事實具有相關性，方法和結論具有可靠性。
  2. Based on the compensation management theories and the practical situation of nantong cosco khi ship engineering co., ltd. ( nacks ), a new compensation management system is designed for nacks to a attract, maintain and motivate talents. the purpose of compensation management system redesign is to solve the problems that hindered the development of nacks and to speed up the establishment of the chinese and japanese joint capital enterprise. this thesis consists of seven parts

    本文以現代薪酬管理理論為指導，結合南通中遠川崎船舶工程有限公司（簡稱nacks ）的實際情況，從人才吸引、維系、激勵的角度出發，對nacks公司薪酬體系進行了現狀分析和薪酬管理體系設計，目的在於通過薪酬體系的重建，解決當前存在的困擾公司發展的一些問題，從而加快中日合資企業現代企業制度建立和完善的步伐，促進公司的發展。
  3. In this thesis, studies are focused on as follows : ( 1 ) based on analyzing the general transfer - matrix, the conception of the generalized double layer soil model is proposed, and the transfer - matrix ( r ) of half - infinite elastic mass is introduce - d to the analytic expressions of stress and settlement under the uniform circular, rectangular and strip vertical loads in multi - layered soil ; ( 2 ) according to the analytic expressions of the additional stress and settlement under unifo - rm circular in multi - layered soil, rectangular and strip vertical loads, the programs are develop - ed to resolve and debugged. the results show that the programs are correct ; ( 3 ) through calculating the coefficient of additional stress on the central axis of uniform circ - ular vertical loads, under the corner point of the uniform rectangular vertical loads, and on the central axis of uniform strip vertical loads, and the settlement on the center of uniform circular vertical loads and uniform rectangular loads in double - layered soil, the characters of stress and settlement are discussed ; ( 4 ) a case, as an example, is studied with different calculation methods, such as traditional theory, fem. the results obtained are compared

    本文在已有研究成果的基礎上進一步開展了以下幾方面的研究： （ 1 ）在對層狀地基傳遞矩陣法中的總傳遞矩陣分析的基礎上，提出了廣義雙層地基模型的概念，並把半無限體的傳遞矩陣r引入到多層地基在圓形垂直均布荷載、矩形垂直均布荷載及條形垂直均布荷載作用下附加應力與沉降的解析式中； （ 2 ）根據多層地基在圓形荷載、矩形垂直均布荷載及條形垂直均布荷載作用下附加應力與沉降的解析式，編制了程序，調試通過並驗證了其正確性； （ 3 ）通過對雙層地基圓形垂直均布荷載中心軸線上的附加應力系數和荷載中心沉降，矩形垂直均布荷載角點下的附加應力系數和荷載角點沉降及條形垂直均布荷載中心軸線上的附加應力系數進行的計算，探討了雙層地基中的附加應力與沉降特性； （ 4 ）應用本文的層狀地基體系理論對一個工程實例進行了計算分析，並與傳統的計算方法的計算結果和有限單元方法的計算結果進行了對比分析，結果表明利用層狀地基理論計算更能反映地基中附加應力分佈的實際情況。
  4. To restructure the basic principles of the civil mediation system, perfect the procedural rules, truly implement principles of self - willingness and judgement authority, so as to restore the original requirements of a mediation system. to implement a policy of limited case review, so as to maintain the effect of the mediation agreement, and the authority of a court mediation. meanwhile, to give the litigants certain subsidy rights, so as to achieve a balance between the litigation interests and private law interests

    要重新構建民事訴訟模式，完善民事訴訟證據規則，固定法官的中立角色，減少調解過程中的強制；要建立多元化的替代性糾紛解決機制，使民事訴訟調解制度更具系統化；要重構民事調解制度的基本原則，完善程序性規定，落實自願原則和處分權原則，還調解制度本來的要求；要實行有限再審，維護調解協議的效力和法院調解的權威，同時，給予當事人一定的救濟權利，實現訴訟利益和私法利益的平衡。
  5. Criminal summary procedure is a judicial procedure in contrast with the general procedure. it is a kind if simplified contentious procedure based on general procedure. there are three forms of this procedure according to different extents of simplification. the first one is simplified form for links in general procedure. the second one is omitted form for procedure of court trials. in this procedure, the course of court trial is totally omitted. the third one is plea - agreement form which refers to an agreement about the committing and sentencing between prosecutor and defense attorney or defendant. the summary procedure is regulated widely in the criminal procedure laws of such countries as britain, american, france, germany, italy, japan. the tendency of towards of the development of the summary procedure can be analyzed in three aspects

    本文從刑事簡易程序的概念入手，對我國簡易程序的立法現狀加以了分析與反思，從而試圖借鑒國外簡易程序的立法經驗，以我國現有簡易程序的法律規定為基礎，構建我國「多元化」的簡易程序體系。同時，由於簡易程序中對被告人的權利作出了很大的限制，因而，本文認為從程序正義、實體正義與訴訟效率三個角度對于簡易程序的正當性基礎加以解讀是十分必要的。同時，任何一個國家的法律制度都是一個有機聯系、密切配合的整體，刑事簡易程序的良好、有效運行也離不開配套制度的支持。
  6. In this paper, the business administration framework is marked out by introducing mechanism of role inheriting, the relations of role inheriting permissions are decomposed step by step in order to reach the purpose of optimized authority, and management model is realized according to the management mode of department or group through xml semanteme

    本論文通過引入角色繼承機制來規劃企業管理框架，將角色繼承權限的關聯逐步分解以達到權限優化的目的，通過xml語義描述實現企業按部門或組的管理模式。
  7. It shows that a disadvantag ekists when a crsi is used to measure a step structure in a wavefront, but it is useful to adjust a crsi system with lcslm. 4. according to the didriction effect of an aperture, the spatial resolution of our crsi was analyzed and the transform function of our crsi was calibrated by using the psd method of a step wavefront. and some factors which are associated with the accuracy of our crsi were analyzed too

    四、從光學系統衍射效應的角度分析了本文建立的環路徑向剪切干涉儀的空間解析度，並利用波前功率譜密度的概念對該干涉儀的空間頻率響應特性進行了標定，分析了限制該干涉儀測量精度的主要因素以及徑向剪切比與測量精度的關系，並指出了該干涉儀的測量范圍，結果顯示該干涉儀基本上可用於準確測量中低頻段的波前畸變。
  8. Bearing capacity and displacement are two main problems in the application of geotechnical engineering. based on a series of pull - out tests using three kinds of paper and a sort of window screening as geogrid, twenty - seven in limit and several in working - stress geogrid - reinforced slope model tests designed through orthogonal principle have been conducted to have obtained the relationship between the bearing capacity and four factors ( i. e. reinforcement, angle of reinforced slope, the designed - length of reinforcement and the distance between layers of reinforcement ). the law of slope lateral ( horizontal ) displacement versus to the height of slope vary with external - load was derived from the model test data, and the main factor affecting the lateral and vertical displacement of geogrid - reinforced slope was obtained through analysis

    承載力（強度）和變形是巖土工程應用領域的兩大主要問題，本文以紙和窗紗布模擬加筋土邊坡的土工格柵，在一系列拉拔試驗的基礎上，以正交設計理論分別安排27個極限應力狀態和若干個工作應力狀態加筋土邊坡模型試驗，並以模型試驗獲得的數據為依據，採用誤差、極差及回歸分析方法，探討了加筋土邊坡承載力與筋類、筋長、層間距、坡角4因素的相關關系，獲得了在外荷載作用下加筋土邊坡的側向位移隨坡高的變化規律（並進行了定性解釋）和坡頂的豎向位移特性，並分析其主要控制因素。
  9. 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。
  10. Finally, a conclusion of aas ’ s operational advantages, current problems, as well as the present job satisfaction was generalized attributed to the research and analysis from various angles. thus, three pieces of suggestions were put forward to improve the management of peer relationship. firstly, an effective mechanism should be established for employee encouragement and performance appraisal

    通過多角度、多方位的調研分析，了解到aas在管理中的優勢、存在的問題及員工工作滿意度現狀，提出企業員工關系管理改進意見: （ 1 ）建立並完善有效的員工激勵與績效考核機制; （ 2 ）加強以人為本為核心的企業文化建設; （ 3 ）積極參與員工職業生涯規劃，最大限度地滿足員工自我價值實現的願望，由此來提高員工的工作滿意度。
  11. The second part is about the theoretical base of the system of the shareholders " derivative action. the article discusses it from the substantive and procedural views. the reason that law grants shareholders the right of proceeding against directors and officers lies that shareholders are the very investors of the corporation and are closely related to the corporation, and that according to the theories of lawsuit trust and party ' s theory of broad sense the indirect party interested can also become party of litigation. the author considers that it is better to express that function of company law lies in protecting interst of minority shareholders and strengthen corporate governce. according to the fact that the shareholder ' s derivative action system consists of substansial rules and procedural rules, it analyzes faction of the system from above two aspects and points out that function of the system is not to solve conflicts among people but is to restrict or encourage the right of shareholder ' s derivative action

    法律之所以賦予股東以提起派生訴訟的權利，一方面在於股東是公司的出資人，與公司的利益息息相關，另一方面根據訴訟信託理論及廣義當事人理論，訴訟標的權利義務主體以外的非直接利害關系人也可以作為訴訟當事人，因而，股東派生訴訟中股東的訴權源於程序法的直接規定。股東派生訴訟的功能可以從不同的角度表示，我們當然可以認為其有事後救濟，事前抑制的功能，但是，筆者認為將其功能表述為保護中小股東權益及強化公司治理結構則更能反映其特性。而且根據派生訴訟制度由實體和程序兩部分構成的事實，筆者分別從兩方面分析了派生訴訟的功能，並指出股東派生訴訟的程序規則不同於一般的民事訴訟程序，其功能不在於解決當事人之間的實體糾紛，而在於約束、限制或鼓勵股東的派生訴訟提起權。
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