約束應力 的英文怎麼說

中文拼音 [yāoshùyīng]
約束應力 英文
reaction stress
  • : 約動詞[口語] (用秤稱) weigh
  • : Ⅰ動詞1 (捆; 系) bind; tie 2 (控制; 約束)control; restrain Ⅱ量詞(用於捆在一起的東西) bundle;...
  • : 應動詞1 (回答) answer; respond to; echo 2 (滿足要求) comply with; grant 3 (順應; 適應) suit...
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  • 約束 : keep within bounds; restrain; bind; bound; boundage;tie; restraint; restriction; engagement; repr...
  1. In this paper, ackerman steering linkage of double - wishbone suspension is taken as the study object, choosing the splitting joint and steering lever joint to carry out the design of optimization the mathematics models are established based on the multi - body system dynamics, applying its analysis method of kinematics to study the mechanism kinetic principles owing to more spatial factors considered, and calling off many hypotheses affecting the accuracy, compared with the traditional methods, the models are better to reflect the realistic motion principles, the results are more exact and applicable moreover, the force analysis is applied to the conduct mechanism the analysis method of dynamics in the multi - body dynamics is applied to study the forces applied on every component, working out the constraint reaction force of up and down ball joints, and developing the current computation program in the end, produce the upper wishbone geometry model in the ansys software package, meshing and carrying out the fea, testifying if the intensity of the wishbone meet with the requirements

    本文以雙橫臂獨立懸架的轉向傳動機構作為研究對象,選擇對斷開點和節臂球銷的位置進行優化設計,在此基礎上建立了基於多體系統動學的導向機構和轉向傳動機構的數學模型,運用該學科的運動學分析方法研究機構的運動規律,編制了通用優化設計軟體。由於考慮了更多的空間因素,取消許多影響準確性的假設,因此建立的數學模型與傳統的方法相比更能反映實際運動規律,得到的優化結果也更加精確實用。此外,本文還針對導向機構進行受分析,在建立該機構的空間動學模型后,運用多體動學中的動學分析方法研究各個桿件的受,計算出上下球鉸的,並開發出了相的通用計算程序。
  2. According to these questions, we could find the material countermeasures : scientific property rights should base on the stock reforming, control the agent ' s " seeking rent " behaviour, eliminate the controlling of state stock ; bank should firmly circumfuse operational, informatics, normal objects, make out rigid interior institutions ; considerated our financial material situations, the institution of supervision should integrate the interior supervision and exterior supervision and leave on indirect supervision. we should fast establish a leading supervision system without changing the segre gation situation, so as to support a better environment for innovation and also better keep away innovation risk

    針對這些原因,提出了如下對策:科學的產權制度對商業銀行實施徹底的股份制改造,減少內部人控制現象,克服國有股一股獨大現象;商業銀行緊緊圍繞「操作性目標、信息性目標、合規性目標」三大目標,建立互相制衡、有的剛性的內控制度;考慮我國金融業的具體情況,新的監管制度以間接監管為主、內外監管相結合,建立由央行為首的「牽頭監管模式」 ,統一金融監管,給銀行業務創新提供一個較為寬松的環境並且實現對業務創新的風險的有效防範。
  3. Following are the main functions and effects of regional legislation : 1 the function of subdivision, i. e. regional legislation helps subdivide the fundamental regulations of the constitution and the laws ; 2 the function of complementarity, i. e. regional legislation is complemental to national legislation ; 3 the function of innovation, i. e. regional legislation can be regarded as experimentation to set up new social rules ; 4 the function of particular adjustment, i. e. regional legislation needs to flexibly adjust to special relationships of the local society ; 5 the function of power - control, i. e. regional legislation should provide legal guarantee and restriction for the regular running of the national departments

    本文從學理上分析、總結地方立法的功能、作用有:一是細化作用,即地方立法有利於細化憲法和法律的原則性規定;二是補充作用,即地方立法體現著對國家立法的補充作用z三是創新作用,即地方立法可作為創立新的社會規則的「實驗田」 ;四是特殊調節作用,即地方立法需要對本地區的特殊社會關系進行靈活的法律調整;五是權控製作用,即地方立法要為現代國家機關的正常運作提供法制保障和。地方立法當遵循的原則,決定著地方立法的發展方向以及地方立法作用的有效發揮。
  4. But this kind of constringency transform because of its inner part not even stress and all control functions exist with exterior, and make concrete produce to pull - stress and pull - strain

    而這種收縮變形又由於其內部不均和外部作用的存在,使混凝土產生過大的拉和拉變。
  5. The stress state in the stainless steel pipe - titanium alloy pipe - nitinb shape memory alloy connector system is analyzed by using the theory of solid mechanics and the recovery rules of nitinb shape memory alloy with constrains on the basis of analysis of the structure of the connector system and the all steps in the preparation and the service. a mathematical model for the strength was proposed. the temperature dependence of connecting force and the maximal stress intensity in the pipe connector in the process of preparation and service was studied by programming and computing. the computing results show that the difference of heat expansile coefficient between the coupling material and the pipe material leads to the strength of connector system at room temperature less than the strength at high temperature

    通過分析管接頭結構以及制備、使用的各個步驟,運用固體學的基本理論,結合nitinb形狀記憶合金在下的回復規律,對不銹鋼- -鈦合金管- -四川大學碩士論文nitinb形狀記憶合金管接頭系統內的狀態進行了理論分析,建立了強度的數學模型,通過編程計算,研究了不銹鋼一鈦合金管一nitinb形狀記憶合金管接頭系統裝配及使用過程中的抱緊以及最大強度隨溫度變化的規律。
  6. At the same time, in order to get adapted to the market change, improve the competitiveness, reinforce the cohesiveness and maintain the upswing trend, cec should take effective measures, such as to accept new idea and develop the managers " awareness of competitiveness ; reform the selecting and appointing mechanism ; establish a sound compensation system ; improve consumption for the position ; break the dominance of state - owned shareholders on the stock market and improve corporate governance structure ; reinforce the financial supervision on the corporation ; make a full use of restraint effect of competitiveness and reputation mechanism ; build various " golden parachutes "

    與此同時, cec在企業經營者激勵與方面採取針對性的措施,通過轉變觀念,樹立市場經濟的競爭意識和產權意識;改革企業經營者的選拔任用方式,積極推進企業經營者管理的市場化進程、建立科學合理的薪酬體系、規范職位消費,實行職位消費貨幣化、調整股權結構,實現投資主體多元化,健全公司法人治理結構、加強企業財務監控和內部制度建設、充分發揮市場競爭機制和聲譽機制對企業經營者的激勵作用、設計各種形式的「金色降落傘」等措施的實施,適市場變化,提高企業核心競爭,增強企業的凝聚,保持事業的長盛不衰。
  7. This part ' s focus lies in analyzing materialy such bequeathal problems at present as obscurity of objects, singularity of supervisor, invalidation of operation, lag of measures, shortage of competence, differ of standard, flabbiness of restrictation , separation of system and stricture of visions, ect, and expounding the reasons of those problems based on the facts which have never been resolved

    文章把重點放在當前我國金融監管適性既存的遺留問題之上,分別從監管目標模糊、監管主體單一、監管行為失效、監管手段落後、人員素質偏低、監管標準不一、監管、監管體系分割以及監管視野狹窄等方面進行了具體的剖析,並結合實際綜合闡述了這些問題尚未得到解決的深刻原因。
  8. Two - level algorithm is developed to deal with the two objective function optimal designs that are the radial constraint force and the axial force of the upper structure. corresponding program has been developed to optimize the prestress of the lamella ' s suspen - dome and kiewitt ' s suspen - dome. analysis of construction process is the key problem to suspen - dome

    本文採用二級優化的步驟對徑向和上部桿件軸兩個優化目標同時進行了預優化,並編制了相的程序對聯方型和kiewitt型弦支穹項結構進行了預優化設計。
  9. Five aspects, such as the highest temperature in the middle of block, maximum horizontal stress, average stresses of any sections, stress changing process of typical points, and stress changing range between tension and compression, are discussed in detail

    從各塊體中部最高溫度、最大水平約束應力、斷面平均水平約束應力、典型點發展過程、正反向變幅等5個方面,比較系統地闡述了大體積混凝土通倉澆築問題。
  10. The emm takes the rigidity effect as the relaxation effect, which is main reason leads to largely underestimation of the restraining stress

    等效模量法代這種剛化效為有利的鬆弛效,是造成它大大低估約束應力的主要原因。
  11. The ttm is established to observe the effect of the volume change history, creep, amplitude of the exterior restraints on restraining stress development

    等效模量法難以考察體積變形歷史、徐變、外等因素對墻體約束應力發展的影響。
  12. The results of the ttm agree well with the test data ( cracking time ) referred from other papers, the restraining stress at 120d age of a set of walls is calculated by the emm and ttm respectively

    時程方法的計算結果與已有試驗資料(開裂時間)有較為良好的吻合。分別採用等效模量法和時程方法,計算了同一組墻體120d的約束應力
  13. The developments of restraining stress, creep behavior and elastic modulus in concrete were measured under different restraint degrees by uniaxial restrained shrinkage tea, and the influence of restraint degree on evaluation of cracking sensitivity in early concrete was alto discussed

    採用了單軸試驗方法,分析了不同程度下混凝土約束應力、鬆弛性質和彈性模量的發展,並討論了程度對早期開裂敏感性評價的影響。
  14. The original emm is adjusted. the new emm not only retains the simple expression, but also has a satisfied precision for calculating the restraining stress of the scc walls. the shrinkage compensation coefficient y is proposed for quantitatively estimating the effectiveness of die expansion at early age compensating the shrinkage at later stage

    基於以上認識,修正了原有的等效模量法,將總約束應力表示為早期膨脹和後期收縮兩個單調變形過程引起的分項之和,在保留其簡單形式的同時,使之在容許誤差下,適用於補償收縮混凝土墻的約束應力計算。
  15. For the walls poured by ordinary concrete, the emm and ttm obtain the same qualitative conclusion, despite of some discrepancies in the specific value. but for the walls poured by the scc, the restraining stress calculated by the emm is remarkably smaller than that by the ttm. in other words, the emm results shows that the shrinkage compensation technology can take place the measures of setting dilatation joints, while the ttm results indicates that, though the restraining stress is decreased, the decreased amplitude is inadequate

    對計算結果的比較和分析表明,對普通混凝土墻,結果的具體數值有差異,但反映的定性規律相同;對補償收縮混凝土墻,結果差異巨大,等效模量法認為補償收縮技術可實現無縫設計,而時程方法在承認補償收縮技術可減小約束應力的同時,認為減幅還不足以實現無縫設計。
  16. This paper studies the theoretical disadvantages of the effective modulus method ( emm ) for calculating the restraining stress of the walls restrained by basement, especially those adopting the shrinkage compensation concrete ( scc ). to avoid these disadvantages, a new time - tracing method ( tim ) is proposed, and base on its analysis results, the effectiveness of the scc for the cracking control of the walls is revisited

    本文研究了在計算基礎墻(尤其是補償收縮混凝土澆築的基礎墻)的約束應力時,等效模量法存在的理論缺陷,提出了更為完善的時程方法,並基於時程方法的計算結果,對補償收縮混凝土在基礎墻中的控裂效能進行了重新評價。
  17. 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

    針對具有不同性質的橫向溫差和縱向溫差,本文分別提出了預結構的溫度效的計算方法,包括: 1 )非線性溫差引起的自約束應力_ ( t1 ) ; 2 )等效線性溫差引起的超靜定結構的太原理工大學碩士學位論文民3 )均勻溫差tw引起超靜定結構中的約束應力4 4 )均勻溫差tm引起梁的軸向變形受到柱的側向,與預筋的溫度變形之間的差異引起的預的變化。
  18. Generally, structure ' s stresses, not internal force, can be obtained by analyzing discrete structures with routine solid elements, but internal forces of structure such as moment, axial force and shear force are required in the design criterions which are working in the design of hydraulic structures and industrial and civil structures. a convenient method based on the equilibrium condition of internal force and element ' s stresses is presented in this paper. this method can directly solve constraining internal forces on the designated sections, and then solve the moment, axial force and shear force on the corresponding sections

    一般情況下用常規的實體單元對結構進行離散后求解得到的是結構的而非內,而現行水工結構及工業與民用建築結構設計規范的設計準則主要是建立在結構內(如彎矩、軸、剪等)基礎上的,本文採用了一種根據單元及內平衡條件直接求解指定截面上的,並進而求解相截面上的彎矩、軸、剪等的方法,該方法不需要對進行擬合。
  19. This system can effectively encourage and limit the senior management personnel of the enterprise. in this paper the theoretical base, the operation mechanism and the application in foreign countries of this system are introduced. according to the problems existed in law, rules, and environment in our nation, and the misunderstanding and obstacle in stock option, this thesis study and designs the phantom stock option mould that is adept to china entrepreneurs in order to set the inner incentive mechanism for our enterprises to improve the incentive and control state for the senior management in corporation and to get more competitive power

    本文先從分析國有獨資公司或國有控股公司中廣泛存在的經營者激勵與不足問題入手,闡述了國有企業或國有獨資公司中存在的初始委託人虛擬化和委託代理關系失衡是問題產生的根本原因,繼而介紹了流行於西方企業中的、在全球500強企業中得到普遍用、對企業高級管理人員能夠產生有效的激勵和的管理機制? ?股票期權制? ?的理論基礎、運行機理和國外的用情況,並結合目前我國在法律、制度及環境方面存在著的現實情況,然後再結合我國股權激勵存在的誤區和障礙,研究設計出適合我國企業家的股權激勵模式,目的是使公司能夠建立起一套適合於我國國情的企業內部激勵機制,以改變目前高管人員激勵不足、的現狀,提高經濟效益,增強市場競爭
  20. It discusses the influence factors of pile groups effect, such as pile space, pile number, pile diameter, pile length and soil parameter etc. subsequently, using linear interpolation function to approximate the soil ' s anti force to piles, the article combines p - y curves with pole system fem. in this way, a new pile - soil interaction element calculated model is designed, the pile - soil interaction element stiffness matrix is deduced, and establishes finite element equation of p - y model, writes the relevant finite element program with matlab language, calculates and analyses pile groups subjected to lateral loads with engineering examples

    隨后,本文將p - y曲線法與桿系有限元法相結合,採用線性插值函數來逼近土對樁的,得到新的樁?土相互作用的單元計算模型,推導了樁?土相互作用的單元剛度矩陣,建立了p - y模型的有限元求解方程,用matlab語言編制了相的p - y曲線有限元法計算程序,進行橫向承載樁的計算分析。
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