behavior assumption 中文意思是什麼

behavior assumption 解釋
行為假定
  • behavior : n 1 行為，品行；舉止，態度，舉動，表現，行動。2 （生物的）習性；（機器等的）特性，性能，狀態；（...
  • assumption : n. 1. 採取，承擔。2. 假設，假定；臆說；想當然。3. 傲慢，僭越。4. 假裝。5. 〈A-〉聖母升天（節）〈8月15日〉。6. 【邏輯學】小前提。
  1. In addition, on the base of the assumption of exchange rate incomplete pass - through, this paper expand the exchange rate overshooting model of dornbush ( 1976 ) and innovate the theory of price stickiness of new keynes economics, then analyze the exchange rate behavior in short term under the assumption of incomplete pass - through, beliving that the insensitiveness of the price of tradable goods strengthen the fluctuation of exchange rate behavior

    另外，基於對匯率不完全傳遞的論證，本文後半部分以此為主要前提假設，通過對donbush （ 1976 ）匯率超調模型的拓展和對新凱恩斯主義經濟學中價格粘性理論的創新，用動態一般均衡模型推導出了在匯率不完全傳遞條件下的匯率短期行為路徑，認為貿易品價格對匯率波動的不敏感性會導致更加顯著的匯率超調行為。
  2. Under the basic assumption premise of people are the type of economic person with limited reasonableness but pursuing self - interests to maximize and a almost steady condition of geology and climate in mankind ' s history, by building up a model of " the behavior of the ecosystem environment - system - person ”, i analyze the interactive relation between the institution transition and ecosystem environment transition and put forward a hypothesis about that institution transition affects the ecosystem environment transition

    在人是追求自身利益最大化的有限理性經濟人和氣候、地質條件在人類歷史時期基本穩定的基本假設前提下，通過建立一個「生態環境? ?制度? ?人的行為」的模型來分析制度變遷和生態環境變遷之間的互動關系，並提出一個關于制度變遷影響生態環境變遷的假說。
  3. 3. falling weight deflectomoter produces the impulse load to pavement, but the mechanics model of current inverse analysis is the assumption of static linear elastic behavior of pavement

    落錘式彎沉儀（ fwd ）對路面施加的是動荷載，而目前反分析力學模型均為靜載下的線彈性層狀體系。
  4. This method has the advantage that it does not require the assumption of cost minimizing behavior. it also has the advantage that it permits the decomposition of tfp growth into efficiency improvement, scale effects and technical progress

    該方法與以往的方法比較有如下優點：無需假定生產成本最小化，同時能將全要素生產率提高分解成資源配置效率、規模效率、技術水平的提高。
  5. The poroelastic modulus could describe pore effect on elastic behavior of porous media such as rocks. from this, gassmann equation which was widely used in seismic exploration and petroleum logging was deduced. this equation was based on linear elasticity assumption and could be used only within low frequency

    孔隙彈性模量描述了孔隙對巖石等多孔材料的彈性性質的影響，利用其可導出在地震勘探和石油測井界應用很廣的gassamann ，該方程建立在線性彈性假設之上並僅限於低頻范圍。
  6. The paper incorporate closely the exchange rate pass - through and it ’ s behavior in short term. incomplete exchange rate pass - through is an important assumption of exchange rate overshooting and exchange rate overshooting is the background of our disscuss on the degree of exchange rate pass - through. the paper has following conclusion : 1. the main determination of the degree of exchange rate pass - through : the exchange rate elasticity of marginal cost, the sensitivity of mark - up ratio to exporting price, pricing game between the competitior, enterprice innovation and it ’ s efficiecy, mecu cost, sunk cost. 2. there are distinct differences of degree of exchange rate pass - through among industries

    本文將匯率的傳遞彈性與匯率的波動行為緊密結合，匯率的不完全傳遞是匯率短期超調行為的重要前提假設，而匯率的波動行為又是本文探討匯率傳遞彈性的研究背景，主要的結論有: 1 、匯率傳遞彈性的主要決定因素有:廠商邊際成本的匯率彈性和成本加成率對出口價格的敏感度、同一市場不同競爭者價格的博弈行為、企業創新投入及其創新效率、菜單成本（價格調整成本） 、沉澱成本（退出市場的機會成本） 。
  7. It has been shown that no matter what kind of assumption is adopted for soil in a consolidation analysis, nonlinear or non - homogeneous, the result obtained differs greatly from terzaghi ' s theory. and the coefficient of consolidation is not the only parameter of soil that affects the one - dimensional consolidation behavior

    本文的工作表明：在固結分析中對土性無論是採用非線性假定還是採用非均質假定，其結果都與傳統的太沙基固結理論有很大的差別。
  8. Steel frame with welding joint easily occur brittle collapse because of having a low ductility at joints then ， a semi - rigid connected steel frame has large the energy absorption capacity which can resist dynamic loads and the using steel qualities of bracing system and joints are small so adopting a semi - rigid jointed steel frame is economical and stable but for semi - rigid connections are complex and variable ， in conventional analysis and design of steel structures ， it is usually assumed that the connections between columns and beams are either rigid or pinned the analysis of steel frames adopting the assumption can simplify the procedure of analysis and design ， but cannot precisely reflect structural practical circumstance and the errors of calculating results are large ， even ， get incorrect conclusions semi - rigid connection was referred to in chinese code for design of steel structures ( 2001 ， 10 ) ， however ， it isn ’ t specified how to apply semi - rigid joints in design in fact it cannot be carry out the purpose of the paper give a calculating method that accords practical engineering and easily put into effect worthwhile it is going to promote the development of semi - rigid jointed steel frame in design and heighten structural stability in the paper ， at first some commonly employed methods for the modeling of connection behavior are introduced richard abbott function modeling of connection is adopted for extended end plate bolted connection by the 34 test data comparing to regression analysis indicate richard - abbott function modeling of connection represents an excellent fit to test data then after a semi - rigid joint behavior can be modeled as a finite stiffness rotation spring ， base on rotation and displacement equation derive the element stiffness matrixes with semi - rigid connections where the effects ofj ointed flexibility geometric non - linearity and shear forces in the connection deformations have been considered in and fixed - end forces are modified finally, a program for calculating semi - rigid with incremental - iterative method has been

    本文的目的就是為半剛性連接鋼框架的設計提供一種既符合工程實際又簡便易行的計算方法，供規范使用過程的補充、延伸或參考；同時，也將促進半剛性連接鋼框架設計技術的發展，為提高結構安全性能、節省工程成本發揮應有的作用。本文首先介紹了常見的幾種應用較為廣泛的樑柱連接彎矩轉角關系模型，在分析比較的基礎上，選用richard ? abbott函數模型作為外伸端板連接彎矩轉角關系模型，通過對34個外伸端板連接的實驗數據與回歸分析得到的參數比較可知，經回歸分析得到的此模型參數與實驗數據符合較好。然後用彈簧表徵連接點的轉動剛度，根據梁的轉角位移方程推導出半剛性連接的剛度矩陣，在單元剛度矩陣中考慮了節點柔性、幾何非線性和剪切變形的影響，並對固端力進行了修正，最後用增量迭代法編制有限元程序進行計算和分析。
  9. Teacher ' s role expectation is a kind of assumption given by the society that teachers, who stand in the specific role station, should put up what kinds of behavior

    教師角色期望就是指人們對教師這一處于特定角色地位的群體所應表現出的特定行為的一種設想。
  10. Secondly, analytical solution is developed for one - dimensional non - homogeneous consolidation of one - layer soil and double - layered soil respectively based on the assumption that the modulus of compressibility of soil varying linearly along depth. furthermore, the semi - analytical solution for one - dimensional consolidation problem of layered non - homogeneous soft clay stratum is presented and programmed. by using the analytical and semi - analytical solutions, the one - dimensional non - homogeneous consolidation behavior of one - layer soil and that of multi - layered soil are investigated in detail

    其次，分別得到了土體壓縮模量隨深度線性變化的單層和雙層非均質地基一維固結解析解，以及滲透系數和壓縮系數隨深度任意變化的成層非均質地基一維固結半解析解及其計算程序，並以滲透系數和壓縮系數是深度的多項式函數的非均質地基為例對單層、多層非均質地基的一維固結性狀進行了詳細研究。
  11. The dynamic behavior of an interface crack between two dissimilar half - planes of functionally graded materials ( fgms ) and homogeneous materials subjected to harmonic dynamic loading is investigated by means of the schmidt method under an assumption - the effect of the crack surface overlapping very near the crack tips is negligible

    摘要在忽略界面裂尖端裂紋面相互疊入的條件下，對功能梯度材料與均質材料交界面上-型裂紋對簡諧動載響應問題進行了分析。
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