yielding model 中文意思是什麼
yielding model
解釋
屈服模型-
First, on behalf of company, the paper investigate the five factors which can influence the customer ' s lifetime value and the customer - product yielding capacity ; then, the paper analyzes the customer delivered value according to the indifference curves of microeconomics ; in the end, the paper poses the paper ' s core theory - customer value model and gives a thorough analysis of it and its sub - factors in accordance with the customer equity model presented by roland t. rust
首先站在企業的角度分析了影響顧客終身價值的五類因素和顧客?產品盈利能力，接著借用微觀經濟學的無差異分析法分析了顧客讓渡價值，最後根據拉斯特的顧客資產模型提出了本文的核心理論? ?顧客價值模型，並進一步細化了顧客價值的亞推動要素。 -
Made up of two - storied lower huge platforms and three - storied upper building structures in the scale of 1 / 4 from the prototype, the model is tested under cyclic loading, and thus conducting the experimental study of the structure ' s capacity, stiffness, ductility, hysteresis capacity, yielding mechanism and failure phenomenon
通過對包括有大平臺兩層結構和上部三層結構的四分之一縮尺模型，在低周反復荷載作用下的試驗研究，重點分析了大平臺上部結構和下部結構的承載力、剛度、延性、滯回特性、屈服機制和破壞特徵等。 -
A 1 / 7 - scale model of three - bay, three - span frame - bent r. c. structure is the first and the largest size in the same testing field in china by now. following studies are chiefly conducted in this chapter : the mechanism behavior of the structure under horizontal earthquake load, including the characteristics of seismic force, the deformed performance, yielding sequence, energy dissipation capacity etc. ; the changing rule of the dynamic characteristics and the stiff degrading in different experimental stages ; the location of the weak stories and the seismic capacity of the structure
在試驗中主要研究了以下內容：在水平力作用下框排架結構的整體變形能力以及各層的層間變形的大小；框排架結構在不同階段的動力變化規律；框排架柱的變形和承載能力；錯層對結構性能的影響、模型結構裂縫開展過程及塑性鉸形成的先後順序、不同階段該結構的剛度退化規律及滯回耗能特性等。 -
At first, the mechanical model of joint is discussed, and the constitutive relation of the rough joint, especially the bolt - supported joint, is given. then bedding slide of bedding stratified rock slope is studied adopting limit equilibrium method, and a formula of stability is brought forward. at last, the bedding stratified rock slope ' s buckling deformation and failure mechanism and its evaluating method of stability is investigated, a corresponding mechanics model is established, then detail research to this failure mode is made in theory combining the energy law and elastic stability theory of plate and beam, and an analytical solution of the yielding curve is educed from this model
文中首先對結構面的力學模型進行了一定的探討，提出了粗糙結構面尤其是加錨結構面的本構關系；然後採用極限平衡法，研究了順向層狀巖質邊坡的順層滑動失穩，提出了其穩定性計算公式；最後，結合能量定律和彈性板梁穩定理論，探討了工程中常見的順向層狀巖體邊坡潰屈失穩時的破壞機理、變形規律和穩定性定量評價方法，建立了相應的力學模型，求出了其相應的解析解，並提出了臨界坡長與最大彎曲位置的確定方法。 -
In this paper, based on dynamic fuzzy logic, we proposed a mutil - agent coordinate work model in antagonistic environment and non - antagonistic environment in dealing with the mutil - agent system ' s work mechanism. and out ' s works include five respects as follows : ( 1 ) based on the principle of yielding, we gave the algorithm to resolve conflicts among agents. ( 2 ) based on the concept of set cover, we gave a generic algorithm to distribute the resource among agents
本文基於動態模糊邏輯理論，針對多agent系統中在對抗和非對抗環境中的工作機理，建立了多agent基於對抗和非對抗環境的協調工作模型，主要包括如下幾個方面的工作： （ 1 ）基於讓步原則，給出了多agent的沖突消解演算法； （ 2 ）基於集合覆蓋的概念，給出了多agent的資源分配通用演算法（ 3 ）基於動態模糊邏輯，分析了當前agent的bdi模型的不足，並針對這些不足，給出了基於dfl的agent的心智模型。 -
The pseudo - dynamic test gives the model ' s earthquake response, failure characteristic and special seismic property, unveil the structure ' s failure procedure of " low density setin block ' s break - slab rib ' s break - end post ' s concrete craze - end post ' s steel bar yielding ", providing full and accurate experimental information to establish the seismic design method. the slab ' s crack discrimination condition is prescribe. the extreme shear strength bearing moment, shear and pressure synchronously shows the bearing capacity components and change in slab ' s failure process
提出了密肋復合墻體開裂的判別條件；對于墻體在彎剪壓耦合作用下的極限抗剪承載力性能，分析了其構成因素及其隨破壞過程的變化規律；在試驗研究和數值分析的基礎上，提出密肋復合墻體抗剪和抗彎承載力表達式，並對典型墻體多遇地震作用下的承載力可靠指標進行了驗算；對影響墻體抗剪能力的各種因素進行了顯著性分析。 -
Y. w. pan and s. banerjee, 1988. ” transitional yielding model for non - cohesive soils. ” constitutive equations for granular non - cohesive soils, ed, saada & bianchini, balkema, rotterdam
黃仁霖，董家鈞，潘以文， 1993 ， 」依時性支撐勁度與隧道噴凝土支撐交互作用模式」 ，第五屆大地工程學術研究討論會論文專集，福隆。 -
Then, on the basis of the simplified yielding model of active beam link, which is the key component of ebsf, the deformation mechanism and geometry relation equation under different kinds of loads are analyzed, and then the ideal yielding mechanism of ebsf is proposed
然後從該結構中的最關鍵構件- - -耗能梁段的簡化屈服模型入手，研究其在外荷載作用下的變形機制及幾何關系式，並由此提出了耗能梁段的較理想的屈服機制。
分享友人