ultimate stability 中文意思是什麼
ultimate stability
解釋
極限穩定性-
In the study of the lumber carrier, one of the very important problem is the in spot and ultimate station due to flooding which will bring tremendous threat to the ship because of the few holds in order to study the lumber carrier buoyancy, stability and longitudinal strength under the condition of flooding, the paper adopt fundamental ship principle and iterative and accumulative concept on the basis of insumersibility theory to detailedly calculate the flooding speed flooding amount front draft after draft stability and longitudinal strength considering the ship " s sinking and inclination which will change the center of gravity and the loading station both in hold and on deck and the effect of flooding and lumber amount in holdo in the last, the paper introduces an example of the actual ship named " fei yun ling " and makes a contrast between not taking measure and taking measure which draws a reasonable conclusion and comes up to some advice the method avoids the cockamamie calculating while insures enough precision the paper draws a conclusion that not all the lumber carrier will submerge when suffering the damaged flooding if the loading or measure is suitable
為了研究運木船舶在破艙狀態下的浮性、穩性和強度，本文在抗沉性理論的基礎上，運用船舶基本原理，採用了迭代和累計的思想，將船舶的進水過程劃分為很多次進水的積累，詳細計算了運木船在破艙進水的過程中，考慮到各種破艙參數、船舶本身的下沉、艙室內木材、甲板貨的裝載情況和在進水過程中船舶本身的傾斜對進水重心的影響，以及艙室內的進水量和木材對破口處進水速度的影響，船舶總的進水速度、進水量、首尾吃水、穩性的實時狀態和最終船舶的總縱強度，給出了計算實例，並進行了在採取用泵抽水前後浮態參數的對比，得出了該船舶在艙室內的貨物積載量達到某個數值時可以保證船舶在破艙進水時不會沉沒，或者在當開口小於某數值時，採取適當的措施后，可以使船舶避免沉沒。 -
This phenomenon has created serious concerns over the role of smaller economic firms, of national businessmen and over the ultimate stability of the world economy
由於出現了這種現象，人們對小型企業和民族資本的作用以及世界經濟的最終穩定深感憂慮。 -
With reference to the practical design of a bridge, the stability and ultimate carrying capacity of the elevated pile caps of the bridge are computed by numerical method known as elasto - plastic finite element analysis
結合某橋設計實踐，按彈塑性有限元方法，對高樁承臺的穩定性進行了分析，解算了結構的極限承載力。 -
The fundamental failure modes of cfst arches are loss of stability and loss of material strength. the process of a cfst arch from initial loading to the arrival of ultimate load - capacity before failure is a process of complicated nonlinearity
鋼管混凝土拱的破壞形態主要有失穩破壞和強度破壞，拱從開始加載至達到破壞前的極限承載力的過程是一個復雜的非線性過程。 -
According to the theory of numerical integration calculation programs are complied to calculate the ultimate bearing capacity of damaged round steel tube members. thus the impacts of different damage notch depths and different damage zone lengths on round steel tube members " stability ultimate bearing capacity can be discussed
根據數值積分原理，編制受損圓鋼管軸壓桿件極限承載能力的計算程序，並對受損傷的桿件穩定極限承載力問題進行計算分析，討論不同損傷情況對桿件穩定極限承載力的影響。 -
Through iteration for all incremental steps the ultimate load can finally be found. using the present method the ascending segment of the load - deformation curve can be obtained. considering of the effect of stability and material strength
在理論推導的基礎上，採用visual - fortran語言將該演算法編成程序，給出了具體演算法步驟和程序框圖流程。 -
There are two main innovate ideas in the dissertation. ( 1 ) supported by the results from the method of limit analysis of soil plasticity and the ultimate equity method, the author proposes the criterion of judging of stability of slope of foundation of a building
本文的創新點主要有：採用塑性極限分析和極限平衡方法，通過計算，提出了黃土地區宅基邊坡的穩定性評價標準，即人工谷緣的坡度不得大於天然坡度。 -
Separately select and use the slice method based on rigid body theory of ultimate equilibrium and the ai theory based on neural network to justify loess side slope stability and finite element numerical stimulation based on elastoplastic theory to further research the factors of slope failure and deformation mechanism of landslide
分別採用基於剛體極限平衡理論的條分法和基於神經網路的人工智慧理論判別黃土邊坡穩定性；又採用基於彈塑性理論的有限元數值模擬，進一步探討了黃土地區邊坡失穩的影響因素及其滑坡變形機制。 -
To solve the problem, this paper poses the theory which is applied to the study of the union of sliding faces searching and integral stability analyses. the theory is also employed to analyze the ultimate balance of a rock slope rigid body
本文針對實際需要，提出了「巖質邊坡巖體易滑面搜索與穩定性偶合分析」的研究，並利用該研究成果進行「巖質邊坡巖體易滑面剛體極限平衡分析」 。 -
Using variational lyapunov method and comparison principle, some results of ultimate stability of perturbed differential systems through the corresponding ultimate stability properties of the unperturbed differential systems and the comparative system are gotten
摘要變分李雅普諾夫函數方法和比較原則相結合，利用無攝動脈沖微分系統和比較系統的最終穩定性性質得到了脈沖攝動微分系統最終穩定的若干結果。 -
On the basis of on - the - spot investigation and information, this article puts forward the stratum separation scheme and field criterion for projects in gansu loess areas ; presents the geological structure model of the natural slope in this area for the first time ; counts and analyses the parameter of the loess ; analyses the stability of loess cut with the method of ultimate balance and finite element ; recommends different transect forms for the cut subgrade in gansu ' s loess areas ; evaluates these forms with grey system theory concerning stability, economy and anti - scour capability ; finally, puts forward the design method and procedures of reasonable heavy cuts transect
本文通過大量的現場調查和資料收集，提出了甘肅省黃土工程地層劃分方案和野外判定標準；首次提出了甘肅省黃土自然邊坡的不同地質結構模型；統計和分析了甘肅省黃土的土性參數；運用極限平衡法和有限元法對黃土路塹高邊坡穩定性進行了分析；推薦了甘肅省不同黃土地區路塹高邊坡的斷面形式，並結合穩定性、經濟性和抗沖刷性能，應用灰色系統理論對其進行評價；最後，提出了黃土路塹高邊坡合理斷面設計方法和設計步驟。 -
2. taking five representative casualty loess landfalls on the house side - slope as examples, applying the method of limit analysis of soil plasticity and the ultimate equity method, the equation of the stability and gradient of the landfall is derived
2 .以5個典型宅基邊坡傷亡性黃土崩塌為例，利用塑性極限分析和極限平衡法，推導出了此類黃土崩塌的穩定性與其坡度之間的關系。 -
At the same time, the author thinks the establishment of the theory on res judicate can really reach the ultimate target of civil lawsuit - judicial authority, procedural justice, the economy and efficiency and procedure stability with suppression of repeating the litigation
同時認為，既判力理論的確立，其價值取向上能夠真正達到民事訴訟的終極目標? ?司法權威、程序正義、訴訟效益和經濟、程序安定和遏制重復訴訟得以實現的功能。 -
The derived robust adaptive controller guarantees the global stability of the closed system and the uniformly ultimate boundedness property for all the states of the closed - loop system
提出了魯棒自適應控制律，所提出的控制律不僅保證閉環系統全局穩定並且使得系統所有狀態一致終值有界。 -
Three kinds of stability results ( i. e. global uniform ultimate boundedness stability, global asymptotic stability and global exponential stability ) can be guaranteed ultimately based on desiger ' s choice. the proposed scheme overcomes the drawbacks that paper [ 2 ] only guarantee guub and there are many assumptions to robot uncert
克服了文6 ]中只能達到guub和現存的大多數文獻中由於對機器人各關節集中不確定性上界的限制參數進行估計而導致的控制保守和執行器飽和等缺點。 -
Furthermore, the studies on damaged members not only relative to person wealth security but also possess prodigious economic value. this article studies round steel tube members, which are widely used in power transformation structures and the changing of their ultimate bearing capacities as well as stability qualities under general damaged conditions
而且，對于受損傷構件的研究不僅有關人身財產安全，同時也具有很大的經濟價值，本文以電力構架中常用的圓鋼管構件為研究對象，研究其在一般受損條件下的極限承載能力和穩定性能的變化情況。 -
In this paper, torsional - flexural buckling of single - angle members is researched deeply and systematically by ultimate strength theory and general fem analysis software ansys, and is contrasted with some codes, as a result the simple and practical formulas for stability coefficient are recommended for design purpose
本文採用極限強度理論和通用有限元分析軟體ansys ，系統深入地研究了單角鋼軸心受壓構件的彎扭失穩，並與多本規范進行了對比分析；在此基礎上提出簡單實用的穩定系數計算公式，以便工程設計參考。 -
The construction of eco - industrial park ( eip ) is an important way to solve the question about pollution and shortage of resources and a new attempt to change the linear production method that causes the serious pollution and the shortage of resources. the long - term stability of eco - industrial park is the ultimate pursue of the constructor of eco - industrial park and an important research content of the researcher. this research first has carried on the summary to the eco - industrial park research and practice achievement, then introduced diffusion structural theory to analyse the structure and nature of eco - indurial park, and proposed the viewpoint that the key of maintaining the stability of eco - industrial park lies in adjusting the behavior of the eco - industrial park ’ s main body ? enterprise, government and community. in the third chapter. author proposed the eco - industrial park ’ s enterprise partner choice appraisal target and the appraisal method, then used gambling theory analysing the nature of enterprise ’ s cooperation in eco - industrial park and proposed the correlation suggestion about designing enterprise ’ s cooperation contract, finally analysed the enterprise ’ s most important cooperation project ? technology innovation cooperation analyzes and described the way of the eco - industrial park ’ s enterprise technology innovation. in the fourth chapter, author used the gambling theory and the econology theory analysed the government ' s role and behavior in maintending eco - industrial park ’ s stablity, and explaned and analysed the government ’ s four methods ? the economy, the law, the administration and the education method, then obtained the conclusion that the subsidy method is the government ’ s first choice. in the fifth chapter, author contrast the ecology industrial system and the natural ecosystem, and union related ethics and the sociological viewpoint to analyse the community ’ s role and behavior in maintending the stability of eco - industrial park, and put forward some proposals to community ' s behavior
本研究首先對生態工業園區的理論研究與實踐成果進行了綜述，然後引入耗散結構理論分析了生態工業園區的結構和性質，提出並論證了保持生態工業園區穩定運行的關鍵在於調整好生態工業園區中的企業、政府和社區這三個行為主體的行為的觀點，並在第三、第四和第五章中對企業、政府和社區三方面對生態工業園區穩定性的影響分別進行了探討。在文章的第三章中提出了生態工業園區企業合作夥伴選擇的評價指標和評價方法、並使用重復博弈理論對園區中企業合作的性質進行分析和對企業合作的契約設計提出相關建議，最後對生態工業園區企業最重要的合作項目? ?技術創新合作進行了分析並描繪出園區企業技術創新的路徑。在文章的第四章中利用博弈理論和環境經濟學理論對政府在保持生態工業園區穩定運行過程中的角色和行為進行分析，對經濟、法律、行政和教育這四大手段進行了詳細的闡釋和分析，得出經濟手段中的補貼手段是政府保持生態工業園區穩定運行的首選方法的結論。 -
In the first analysis of structural stability, the work is to find how semi - rigid connections affect the buckling load of structure. while in the second analysis of structural stability, we will get the degree which semi - rigid connections affect the ultimate bearing capacity of structure. in the determination of rotational stiffness at the semi - rigid nodes, iterative technique is used
在考慮半剛性對第一類和第二類穩定的影響時，主要在第一類穩定分析中是求半剛性對結構整體失穩時屈曲荷載的影響，第二類穩定主要是求半剛性對結構極限荷載的影響 -
It studied the engineering geology condition of the heigou mine - field of jisco. by the abundance of basic data with investigates and lab experiments, it estimated and analyzed the stability of the side slope of the heigou mine - field with many research methods that included " the ultimate balance ", " the discrete cell " and " the fea ". besides these, it gave same advice about analogous engineering in order to offer certain evidence for the later management of heigou mine - field and for the engineering blasting design
本文以工程地質學、巖石力學理論為基礎，針對黑溝礦區工業場地邊坡特殊的工程地質條件進行研究，在通過現場調查、實驗室試驗等手段獲得大量基礎資料的前提下，對黑溝礦區工業場地的邊坡，採用極限平衡法、離散單元法、三維彈性有限元法等多種方法進行了穩定性評價及分析，並提出了相應的工程措施建議，為今後黑溝礦區工業場地邊坡管理及大爆破設計等提供了一定的依據。
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