limit state method 中文意思是什麼

limit state method 解釋
極限狀態法
  • limit : n. 1. 界限，界線；邊界。2. 極限，限度；限制。3. 〈pl. 〉范圍，范域。4. 限價；限額；賭注限額；獵物限額。vt. 1. 限制，限定。2. 減少。adj. -able
  • state : n 1 〈常作 S 〉國，國家；〈通例作 S 〉（美國、澳洲的）州；〈the States〉 美國。2 國務，政權，政府...
  • method : n 1 方法，方式；順序。2 （思想、言談上的）條理，規律，秩序。3 【生物學】分類法。4 〈M 〉【戲劇】...
  1. If the company issues unregistered corporate bonds, the counterfoils thereof shall state the total amount of the bonds, interest rate, time limit and method for repayment, issuance date and serial numbers of the bonds

    發行無記名公司債券的，應當在公司債券存根簿上載明債券總額、利率、償還期限和方式、發行日期及債券的編號。
  2. This paper carries out study on corporate governance based on system theory, advances concept of corporate governance, analyzes and abstracts system core of corporate governance from the point of mechanism by means of study on environment energy - rank principle, running mechanism and model of corporate governance. this paper analyzes mechanism of stimulation and restraint by using game theory, verifies effect of stock right structure on efficiency of corporate governance in view of connection between capital and corporate governance, gives method of resolving optimum stock right limit of collection and deconcentration and adventure share model of blending capital, and discusses problem of entrance of stakeholders to corporate governance etc. at last, according to system theory of corporate governance studied, this paper analyzes governance system of chinese state - owned and its effective factors, and advances complete countermove idea of corporate governance system

    本論文以系統理論為基礎對公司治理結構進行了研究，提出了公司治理結構系統的概念，分析提煉出了公司治理結構系統核，並通過對公司治理結構系統環境、系統能級原理和系統運行機制與模式的研究，從機制的角度分析了公司治理結構系統運行模式；運用博弈論對公司治理過程中的激勵約束機制進行了分析；針對資本結構與公司治理結構的關系，運用模型驗證了股權結構對公司治理效率的影響，給出了求解最佳股權集散度的方法和融資風險分擔模型；探討了利益相關者介入公司治理結構的問題等等。
  3. Abstract : on the basis of reliability theory, cutting - of f - tail distributio n has been applied into limit state method in this paper

    文摘:根據可靠性理論，這里將截尾分佈應用於極限狀態法中。
  4. This paper formulate limite state equation of different composite foundation by the formula of limit bearing capacity of composite based on research result and statistical data. compile the carresponding program with fortran90 based on the computational method

    可靠度設計是一種比傳統的定值設計法更為科學的設計方法，然而，目前對復合地基可靠度的研究並不多。
  5. Abstract : presents that the structural failure is fuzzy beside random, and introduces fuzzy maths into the monte carlo method in order to compute the structural failure probability. thus, all kinds of upmost limit state have been united. the examples show the suggested method is completely feasible

    文摘:提出結構的失效除了具有隨機性還應具有模糊性的觀點，闡明了用模糊示性函數的蒙特卡洛方法計算失效概率的基本原理，從而將各種極限狀態統一起來，並使計算所得的失效概率更接近於實際.示例表明，本文方法是完全可行的
  6. Application of singular value decomposition method to analysis and prediction for voltage steady - state stability limit of sichuan power grid

    奇異值分析法對四川電網電壓靜穩極限的分析預測
  7. In the aspects of choice that make the price method, because of canning compare the company analysis method with can compare the bargain analysis method must have the prosperous capital market, more case example, lack domestic current the bargain of the state - owned property to say, very much the enough case example props up. and buy the market multiple analysis method analyze first public of and buy the market bargain multiple, and usually is trading the scale to ascend to take into the restrict with the industry category, for example, can be provided as analytic bargain a bargain for being limited by this front in six months, target company in the electric power profession, the scale limit in 50, 000, 000 dollars including, this kind of method and ca n ' t provide the help of high times. but the dividends usuallies convert into cash to analyze the method to get the analysis of the bonus from the target company to the value that get the target company. the above method exsits current state - owned property make price very much the localization of the different degree, the past a text tries to use value analysis method as to lends support to the method, the cash discharge converts into cash to analyze method ( the method of dcf ) as the main method, the certain state - owned property procures the price. among them, use the cash discharge converts into cash to analyze the method makes sure the income is after procuring, value analysis the method gets of result the conduct and actions manages with state - owned property the section to make the basis of the price for the state - owned property, two kinds of methods is mutually combinative, make sure the state - owned property procure the price

    以上方法對于目前國有資產的作價都存在不同程度的局限，故本文嘗試用賬面價值分析法為輔助方法，現金流量折現分析法（ dcf法）為主要方法，確定國有資產收購價格。其中，用現金流量折現分析法確定收購之後的收益，賬面價值分析法得到的結果作為與國有資產管理部門就國有資產作價的依據，兩種方法相互結合，來確定國有資產收購價格。同時論文對國有企業收購整合的模式作了積極的探索，地方電力公司投資新的水利發電項目往往同時有一部份是排灌、防洪等非經營性的，或稱為公益性的無收益項目，論文對新建項目的經營性資產與非經營性資產合理比例作了深入的探討，重慶大學碩士學位論文並建立了分析模型，對于新項目的投入資金結構進行了較為深入的分析，並建立了相應的項目融資模型。
  8. At last distribution functions of load modes in life service are presented. based on the resisting force model and load model, the limit state equations of rc bridge are formulated. according to the resisting force is time - dependent and vehicle load is the non - gaussian distribution, jc method is applied to calculate the time - dependent reliability index of rc bridge

    在抗力衰減模型及橋梁荷載模型的基礎上，將可靠度理論引入橋梁結構的評定中，推導出了橋梁結構耐久性極限狀態方程，並根據耐久性極限狀態方程中抗力是時間的函數，以及車輛荷載為非正態分佈的特點，應用當量正態法（ jc法）編制相應的程序計算橋梁構件的時變可靠度指標。
  9. Based the result of calculation and analysis in this paper, it is feasible that predicting of the service life of reinforced concrete component exposed to chloride environment with a probability based method. the result of analysis is consistent with the changing rules of service life in practice. probability based limit state method is used for service prediction. it is more reasonable than a deterministic model and satisfied with the required method of national structure designing uniform code

    理論研究和實例分析的結果表明，本文建立的基於概率的極限狀態分析方法的氯離子侵蝕環境下鋼筋混凝土構件耐壽命的預測方法是可行和有效的，計算結華僑大學申請碩十學位論文果反映出工程實際中構件耐久性壽命的變化規律；本文使用的基於概率的極限狀態分析方法比確定性計算方法更科學，與我國現行結構設計規范中所規定的設計思想保持一致。
  10. 2. reliability of rock slope was done using responding surface method ( rsm ) and monte - carlo method ( mcm ) respectively. reliability index 0 calculated by rsm and mcm are different, which indicates the non - convexity of limit state curved surface in representation of stability of slope

    採用響應面法（ rsm ）和monte - carlo法（ mcm ）對邊坡進行了可靠度分析，兩者計算所得的可靠指標存在著一定的差異，這表明：代表邊坡穩定的極限狀態曲面存在著非凸性。
  11. The thesis, in the probability analysis and computation, considers the failure history of space frames and trusses, adopts the bound criterion and algorithms on the base of system ' s critical strength, and introduces the soft self - adaptation control bound into the identification of dominant failure modes ; at the same time, with the incremental load method and differential equalized recursive method, computes the limit - state function of failure mode and probability index precisely under no leaking the dominant failure modes

    文中在可靠性分析和計算部分，考慮空間剛桁架結構系統的失效演化歷程，採用基於系統臨界強度的約界準則和約界演算法，將柔性自適應控制邊界引入失效模式識別過程；同時，用荷載增量法和微分等價遞歸演算法相結合，確保在嚴格不遺漏主要失效模式的情況下，快速準確地求解失效模式的極限狀態方程和可靠度指標。
  12. Present calculation method of reliability is based on the explicit limit state equation of limiting state function. as for the implicit expression structure, classical response surface method and random finite element are combined for calculation

    現有的可靠性計算方法都是以極限狀態方程具有明確的解析表達式為基礎的，對于不存在明確表達式的結構往往採用傳統響應面和隨機有限元結合的方法來計算。
  13. In consideration of the principle in which all of the prestressed concrete members in a same structure have to satisfy the two types of limit state, the design method on normal section of prestressed concrete members in statically indeterminate structures, taking account of the effect of the prestressing process, is presented to avoid the shortage in design method of post - tensioned bonded concrete frame structures at present

    本文針對現行超靜定預應力混凝土框架結構設計方法還存在的一些問題，在前人的基礎之上對現行超靜定預應力混凝土結構設計方法加以分析和研究，提出了一種超靜定預應力混凝土結構構件正截面設計的單位面積法。
  14. Abstract : the approach for the design and the beharvioural mechanisms of reinforced soil sructures are presented in this paper. the limit state approach and aspects of partial factors for the design of geosynthetic reinforced soil structures are described emphatically. application of the method for the design of a certain wall of flyash reinforced by geosynthetics, and the characteristic values and partial factors are discussed. this documentation is directly towards researchers and practionaires, and gives guidance for future research and development of codes for reinforced soil wall

    文摘:筆者介紹了加筋土的加固機理及設計方法，重點闡述了合成材料加筋土的極限狀態設計方法的概念及分項修正系數，在一合成材料粉煤灰加筋土高支檔的設計及驗算中引入了分項修正系數，並對其主要設計指標確定進行了分析.本文對從事這一領域研究和工作的人員，以及今後規范的修訂具有參考價值
  15. A new safety analysis method for aircraft structural system with multiple implicit limit state equations

    適用於含多個隱式極限狀態方程的飛機結構系統安全分析新方法
  16. A composite response surface method for failure probability calculation of nonlinear implicit limit state equation

    非線性隱式極限狀態方程失效概率計算的組合響應面法
  17. Advanced response surface method for the failure probability of complex structure with multiple implicit limit state equations

    結構體系隱式極限狀態方程概率分析的改進響應面法
  18. The damage states are described in detail in terms of structural members and the relationship between the damage degree and the four types of performance limit states is built. the concept of the structural performance safety index is put forward and its calculation method is derived based on the structural deformation limit state equation. the deformation control design method is studied

    從結構在地震作用下的破壞程度為出發點，對結構的破壞狀態進行了描述，並建立了結構的破壞程度與結構四種性能極限狀態之間的關系；提出了結構性能安全指數的概念，並以結構的變形極限狀態方程為基礎得到了結構設計性能安全指數的計算方法和結構性能等級的劃分標準。
  19. ( 5 ) a reliability analysis method for reinforced concrete frames under " server earthquake " is presented. the limit - state function is established by global damage indices

    （ 5 ）基於現行建築抗震設計規范，提出一種鋼筋混凝土框架結構在設計基準期內的抗震可靠度分析方法。
  20. Firstly, through the research of slope stability analysis method on slice mode and response surface method, finite element method in classical response surface method is replaced by iterative calculation process of implicate stability coefficient expression on slice mode, while aiming at that there is no explicit expression in slope reliability calculation and the specialty of stability coefficient calculation method and classical response surface method. then confirm the limit state equation of slope reliability analysis on slice mode

    首先，本文通過對邊坡穩定性分析方法條分理論和響應面法的研究，針對邊坡可靠性計算往往沒有明確的解析表達式，以及穩定性系數計算方法和傳統響應面法的特點，將響應面中的有限元數值模擬以條分模式中穩定性系數隱式方程的迭代計算方法代替，確定條分模式下的邊坡可靠性計算的極限狀態方程。
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