規定極限 的英文怎麼說

中文拼音 [guīdìngjíxiàn]
規定極限 英文
prescribed limit
  • 規 : Ⅰ名詞1 （畫圓形的工具） instrument for drawing circles 2 （規則; 成例） rule; regulation 3 [機械...
  • 定 : Ⅰ形容詞1 （平靜; 穩定） calm; stable 2 （已經確定的; 不改變的） fixed; settled; established Ⅱ動詞...
  • 極 : i 名詞1 （頂點; 盡頭） the utmost point; extreme 2 （地球的南北兩端; 磁體的兩端; 電源或電器上電流...
  • 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
  • 規定 : stipulateprovide
  • 極限 : 1 （最高的限度） the limit; the maximum; the ultimate limit; limitation; extremity; tipping point...
  1. Thirdly, resorting to cooperation - competition model of biomathematics, this thesis proposes a new co - evolution model. simulation results are shown to verify its effect and practicabilitv. last, standard methods for optimizing neural netvvorks are easily trapped into local optimization, and unable to adjust the structure of neural networks, thus their application is limited to certain extent

    本文主要驗證和設計適應性操作運算元和小生境方法保持群體多樣性的能力，實驗表明兩種方法都能較好地達到目的；利用生物合作競爭模型設計協同演化來動態地改變群體規模，實驗表明該模型是有效的；人工神經網路是得到越來越廣泛應用的學習系統，但是由於學習演算法存在一定的缺陷，如易於陷入局部極值，難以調整網路的結構等，使神經網路的應用受到一定的限制。
  2. On the basis of investigations into the progressive yield process and the possible failure modes of rcc gravity dams, the quasi - elasticity design limit state of the ctrtical stability criterion is proposed and the real working state of the dams designed according to the ctriterion is discussed. a check formula using the material strength reducing factor as the safety index and a simplified formula similar to against sliding stability fromula are derived. finally, the corresponding design safety factors are given by using fem calculations with various influence parameters to be taken into account

    本文在研究碾壓混凝土重力壩漸進破壞過程和可能失穩方式的基礎上，提出了以準彈性臨界作為穩定臨界準則的設計極限狀態，分析了按該準則設計的大壩的實際工作狀態，導出了以準彈性強度儲備系數為設計安全指標的審查公式以及形式與抗剪斷公式相同的簡化公式，探討了定量計算考慮各種因素影響的相應設計安全系數的合理取值，並與現行規范方法進行了比較
  3. The corbel ' s dimension should be ascertained as the manipulative condition of diagonal section. the amount of longitudinal reinforcement be ascertained on the basis of the flexure model, is obtained according to static for balance condition, the calculative expression of the load is obtained. and in terms of the design method in ultimate state the maximum load

    我國規范對于牛腿的設計規定，牛腿尺寸的確定以斜截面抗裂作為控制條件，縱筋用量的確定以彎壓破壞模型為基礎，根據靜力平衡條件得到承載力的計算公式，按照極限狀態設計方法計算得到，箍筋用量則按照構造要求確定。
  4. The current chinese foundation design code gbj7 - 89 use limit equilibrium theoiy with elastic soil stress distribution to give out bearing capacity design value calculating fonnula and use elastic soil model to evaluate foundation settlement. according to the above theories, code gbj7 - 89 gives the correlative terms. but these do not accord with the practical mechanism of loaded soil below the shallow foundation and the elastoplastic property of natural soil so defects exist

    我國現行規范gbj7 - 89將這兩者分開考慮，其計算地基承載力設計值的公式是根據彈性地基中應力分佈及土的極限平衡狀態理論為依據而得出的，求地基的沉降變形時則視土體為彈性，這些理論對地基及土的假設與淺基礎地基的實際工作狀態及天然土體的非線性、彈塑性存在一定的偏差。
  5. A derivative is defined by a limiting process.

    導數是通過一個極限過程加以規定的。
  6. Firstly, some basic concepts are not clear, such as what is the status of the company under liquidation, how to define the action of the industrial - commercial authority ' s invalidation of the license of the company, whether or not the share holders can sue to disincorporate the company, is it legal to dissolve a company without liquidation, what is special liquidation, under what situation will a company be obliged to disincorporate, who will be responsible for liquidation after the dis incorporation, etc. secondly, some primary legislative principles about disincorporation and liquidation that are adopted in foreign countries are not established in china, such as a company must be liquidated before disincorporation except for acquisition, the company remains valid during the liquidation until it finishes the invalidation registration, an ordinary liquidation must be replaced by a special liquidation under the instruction of the court when there is an impediment or a fraud, the company should apply to the court for bankruptcy when it is found that its debt is over its asset during the liquidation, the number of people execute liquidation can be several or just one, companies applied for annulment shall be judged by the court and must be liquidated, etc. thirdly, china does n ' t have some of the fundamental rules that are specified in the laws of foreign countries, such as the rule of disincorporation registration, the rule that the company should sue to let the court judge for disincorporation if there is a deadlock between share holders, the rule of credit trade - off in special liquidation, the rule that people who execute the liquidation are jointly responsible for compensating the loss of the third party caused by their activities that are illegal or vicious, the rule of special liquidation, the rule of the representation of the people who execute the liquidation, the rule of the court supervising the liquidation in an inactive way, the rule of how long the accounts and documents should be kept after disincorporation, etc. because of the lack in research and legislation, the system for companies leaving the market is highly disorganized, which harmed the interest of the creditors and relevant people, increased the risk of market exchange, damaged the order of the market economy and the ethic of doing business, wasted the resources of the society, and impaired the authority and seriousness of the law

    再次，國外立法上的一些基本制度我國沒有，如解散登記制度，股東出現僵局訴請法院判決解散制度，特別清算中的債權協定製度，清算人因違法或惡意對第三人承擔連帶賠償責任制度，司法特別清算制度，清算人的代表性制度，法院消極監督清算制度，帳薄及文件在公司解散后保存法定期限制度等。由於理論研究和立法的不足，造成了我國公司法人退出市場機制的嚴重混亂，損害了債權人和利害關系人的利益，增加了市場主體交易不安全感，破壞了市場經濟秩序和商業道德，浪費了社會資源，削弱了法律的權威性和嚴肅性。文章認為，完善我國公司解散和清算制度，應借鑒和引進發達國家的法學理論和法律制度，統一我國有關解散和清算立法，在基本概念、基本原則、基本制度、基本程序諸方面進行統一規范，填補立法空白，創設法院解散公司制度，廢除行政特別清算制度代之以司法特別清算制度，健全和嚴格違反清算規定的法律責任制度（包括民事責任，刑事責任，行政責任，改變現行行政處罰范圍偏廣，民事賠償范圍偏窄，刑事追究空白太多的不協調狀況） ，從而構築起科學的公司解散和清算制度，使之符合我國經濟生活的客觀需求，符合市場經濟發展的基本方向，並與國外立法通例趨同。
  7. We improved the theorem of inverse limits of hereditarily - normal spaces, and gave a simple proof of this result

    摘要討論了-正規空間的逆極限性質，改進了文[ 7 ]中關于遺傳-正規性逆極限保持定理，並給出一個簡單證明。
  8. This thesis used aerodynamics equation and mechanics of materials knowledge analyzed the high pressure caused by overloading in terms of theory. by compared the increment of pressure in a not full container with the full one and combined with the igc - code, this thesis put forward a method of calculating safe loading capacity under different temperature

    本文應用了氣體力學方程和材料力學理論知識，對充裝過量導致過高的液貨艙壓力進行了理論分析，對比保留有氣枕時的液貨艙的壓力增量和充裝過量時造成滿液的壓力增量，並結合igc規則對充裝極限的規定，提出了不同溫度下的安全貨液充裝量的計算方法。
  9. Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account

    依照宋代《營造法式》建造了抬梁式殿堂木結構構件及結構模型，對中國古代木結構中的典型構造如：柱腳在礎石頂面平擱簡支、柱架榫卯連接、柱高不越間之廣、側腳、生起、斗拱等的構造機理及結構功能進行了量化分析和實驗研究： （一）通過木柱石礎靜摩擦試驗，測定了柱腳與石礎古鏡面間的摩擦系數及摩擦力隨上部結構荷載變化的規律； （二）通過單柱承載力試驗，測定了古建築中木柱的受力變形特徵、破壞模式、及模型材料的變形模量、極限承載力、極限變形等參量； （三）通過柱架低周反復荷載試驗，測定了柱架的抗側移剛度、柱架恢復力特性及滯回曲線、榫卯張角剛度及其變化規律、柱架及榫卯的極限承載力和極限變形、及榫卯減振參數； （四）通過斗?低周反復荷載試驗和受壓試驗，測定了古建築木構件與木構件間摩擦系數，斗?抗側移剛度，斗?恢復力特性及滯回曲線，斗?抗壓極限承載力及受力變形規律； （五）通過抬梁式殿堂間架模型振動臺試驗，測定了殿堂木構架結構自振周期，地震反應振形、阻尼特性及阻尼比；按結構分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應採用多點同步測量，對柱根滑移、榫卯變形、斗?的變形、復位、耗能減振參數等進行了定量分析。
  10. In the second section of chapter 2, the fact that the essential interest rates of all nodes differ from each other is discussed, a non - homogeneous differential equation model of interest rate - amount of circulating fund is established, and it is proved that the sum of the weighted interest rates of each node in the financial network still remains a constant and that the difference of the instant interest rates between two nodes will finally approach the difference between their basic interest rates. in the third section of chapter 2, the differential equation model of interest rate - amount of circulating fund in an open system is studied, the laws of changes of interest rate are taken into account when fund is injected into or withdrawn from the node or when fund is injected into the network or withdrawn from the network, and the stability of equilibrium solution is proved based upon lyapunov stability theory. in the last, the equation model of interest rate - amount of circulating fund in the financial network with time delay is studied, and a necessary and sufficient condition for the existence of periodic solution is obtained to the interest rate - amount of circulating fund equation with delay

    本文第二章首先建立了封閉系統的利率?流通量微分方程模型，證明了各結點利率加權和為常數即金融市場利率均衡原理，以及各結點利率極限為整個網路平均利率；其次在各結點基本利率不相同的情況下，建立了非齊次利率?流通量微分方程模型，證明了金融網路各結點利率加權和仍是一個常數，並證明了各結點兩兩之間的即時利率之差最終將穩定地趨于其基本利率差；此外，還研究了開放金融網路利率?流通量方程模型，考慮了結點自身追加資金和提走資金的情形以及網路外部注入資金和向外部轉移資金情形下的利率變化規律，用lyapunov穩定性理論證明了模型均衡解的穩定性；最後，還研究了具有時滯的金融網路利率?流通量方程模型，並給出了具有時滯金融網路的利率流通量方程具有周期解的充要條件。
  11. " in order to ensure flight safety the cad has been active in promoting new safety requirements relating to the avoidance of fatigue in aircrews and to this end, the flight time limitations working group ( ftlwg ) was established in 1997

    發言人說：為了保障飛行安全，民航處一向積極推廣避免飛行員過勞的新規定。飛行時間限制工作組遂於一九九七年成立，檢討有關計劃的現行條文，並且因應超長航距運作而訂立所需的要求。
  12. The results of full - scale tests in this dissertation canaugment international database of test and numerical analysis results for tubularjoints. based on the experimental study and numerical analysis, design proposal for theultimate tensile strength of gusset plate connections to slotted tubes is recommended. it has bigness significance to establish design formulae of gusset plate connections toslotted tubes and perfect design formulae of steel tension member and it also can givesome advices to practice engineering

    在試驗研究的基礎上，根據有限元分析的結果，本文提出了關于管板節點受拉極限承載力的設計公式，為我國鋼結構規范建立管板節點受拉極限承載力設計公式及有關拉桿的設計公式的進一步完善提供了有意義的參考，同時對實際工程也有一定的參考價值。
  13. The civil procedure law stipulates so inflexibly and corsely that it short of the reasonably and operation, especially the new trial for once more time without any limitation makes the " double trial is the last trial " system dose n ' t really exist, the finality of the verdict and authority ca n ' t assured, sometimes it is easy to result in the abuse of the power

    由於民事訴訟法對有關民事再審程序的規定過于原則和粗糙，欠缺合理性和操作性。特別是不加限制的反復再審使法院兩審終審制度名存實亡，法院判決的終局性和權威性無法保障，有時也極易導致權力濫用。
  14. Limits and fits - bases - part 2 : basic rules of tolerances, deviations and fits

    極限與配合.基礎.第2部分:公差，偏差和配合的基本規定
  15. In order to ensure the positive role of intermediation, the scale of intermediation should be regulated and the dominating role of clients should be guaranteed. the judges " role should be objective, just and passive. the way of intermediation also needs to be regulated, for example, to increase the binding force of the intermediation agreement, to regulate non public intermediation and the negative results for the client refusing to accept intermediation

    為此，建議從立法上確定法院調解的適用范圍，限製法院調解的不適當擴張;弱化職權主義色彩，強化當事人對訴訟的支配權，置法官于中立、公正和消極的地位;規范訴訟調解的方式;明確規定調解不公開;加強調解協議對當事人和法官的約束力;規定當事人承擔拒不調解而造成的法律後果。
  16. In this paper, based on the analysis of the rlem of theory foundation, computing method, preference, applicability, etc, we anatomized the rlem of three self - deficiencies and six scarcities. moreover, we adopted the parallel ways of contrasting the rlem with the fem and applied it to analyzing the impact of slide block of elasticity and plasticity, slip surface of coefficient and slip bed of elasticity, plasticity upon the stability of slope and in the plain linearity slope, the plain refracted line slope and the plain arc slope. in addition, we discussed the warp of between the lem of ( sarma, janbu, order, bishop, morgenstera - price, etc ) and the fem of result and the distributing of positive stress and shear stress on the slip surface

    本文從剖析剛體極限平衡法的理論基礎、計算方法、參數選取、適用條件等方面入手，剖析了剛體極限平衡方法的3點自身缺陷和6點不足，並在此基礎上採用了剛體極限平衡法（平面滑動破壞法、 sarma法、傳遞系數法、普遍條分法、 janbu法、 bishop法、 morgenstern - price法）與大型有限元法對比研究的方法，分析研究了平面直線型滑坡、平面折線型滑坡、平面圓弧型滑坡在漸進破壞中邊坡的滑體彈塑性參數、滑麵塑性參數） 、滑床的彈塑性、以及極限平衡法無法考慮開挖應力釋放等因素對邊坡穩定性的影響與滑動面上的正應力、剪應力分佈規律、安全系數的解答的差異。
  17. The dissertation has it that only ensure the strong supervisory motive of the impelling mechanism and the independent legal status of the members of supervisory organ at the aspects of the qualification, formation of its members and scheme of appointment and removal can exert the supervisory efficiency. at the meantime, the dissertation point out some suggestions on china

    同時，針對我國監督機關的實際，本文還在限制監事任職的積極資格和消極資格、改進職工監事制度、借鑒外部監事制度、設置執行監事、合理規定監事的選任機關、選任方法、候選人提名權、完善監事的免職制度、建立監事的身份保障制度方面的提出了改進意見。
  18. The crack stress distribution of the artificial short slit along river flow direction shows regularity and exists in a limited crack area

    壩體表面人工短縫的開裂應力在順河向的分佈具有一定的規律性，且存在一個極限開裂?圍。
  19. How many pumps were turned on should be based on the dynamic design according to project target. and how many pumps should be in operation in standard shut off procedure. it was approved that although the theoretical boundary of decline of groundwater level is 10m, the actual boundary is only about 6m

    提出了一些與真空預壓加固地基設計相關的概念和處理方法，如定義真空預壓加固區場地形狀系數，提出按加固土體體積來確定射流泵數量、根據工程需要動態設計開泵量、增加停泵標準中對開泵量的規定等設計思想等，論證了真空預壓加固地基時地下水位下降的理論極限深度為10m ，而實際極限深度約為6m 。
  20. Scores of netizens were disappointed today when the federal government released more stringent regulations on the downloading of music and movies on the internet

    聯邦政府頒布了更多新的規定來限制網路上音樂和電影的下載，這可讓網蟲們掃興之極。
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