structural models 中文意思是什麼

structural models 解釋
結構模式
  1. In the evaluation of the structural safety, the assurance coefficient of structure can be received by loading structural models, the endogen force of computation structures, the eccentric compression and the safe criterion

    結構安全性評價,通過荷載結構模型計算結構內力,並根據偏心受壓構件的安全判定標準,評價結構的安全系數。
  2. ( 2 ) the artificial neural network models can reveal internal relations between structural parameters and operation, and formularize the maping of input - output information

    ( 2 )網路模型可以揭示結構和參數與運行之間的內在關系,將輸入、輸出關系量化公式。
  3. According to the kernel estimating theory of nonlinear semiparametric models under the least - square principle, the structural formulae of the estimation of parametric and nonparametric components and the direct formulas of kernel estimation considering the second order items were given

    摘要基於非線性半參數模型最小二乘核估計,給出了其參數分量和非參數分量估計的構造式,導出了參數分量和非參數分量顧及二次項直接解法的計算公式。
  4. Follow as joining the wto and developing of finance market, china ’ s financial institution will need to upgrade the ability of quantitatively measuring and managing the credit risk urgently. the author hopes that this paper ’ s research on the structural models of credit risk can give some consultation to chinese financial institution to defend and manage the credit risk. so this paper deeply reviews the method of modeling the structural model of credit risk, than does an empirical study in china based on the leland - toft models, it is a

    因此,本文對信用風險結構模型的建模方法進行了深入的考察,並將leland - toft模型應用於我國的實證研究,進行了有益的探索,本文的研究成果和創新工作主要表現在以下三個方面:第一,本文比較全面系統的闡述了merton模型, longstaff - schwartz模型和leland - toft模型三個最具代表性的信用風險結構模型的構建思路,對這三個模型的區別和特點進行了深入的考察,並給出各模型計算預期違約率的數學公式和方法。
  5. The centrosymmetric structural dynamical models updating were studied in the paper

    1 .中心對稱結構的動力模型修正問題。
  6. Most existing constitutive models do not take into account the interactions between different phases of pearlitic steel and cannot illustrate why such kind of materials has excerllent mechanical properties. it is, therefore, necessary to develop a new method, which can describe the macroscopic behavior, damage and failure of the materials and their micro structural dependence. in this paper, based on a non - classical theory of plasticity and the continuum damage mechanics, a damage evolution based on an ellipsoidal void model for mixed hardening materials is obtained

    已有的關于珠光體鋼的本構模型多難以考慮珠光體材料的微結構及其相互作用,難以解釋珠光體材料何以具有較好的綜合力學性能,因此有必要發展一種多層次的細觀力學分析方法以研究此材料在復雜加載條件下計及微結構特徵的宏觀響應特性,使材料的強度、疲勞壽命的預測與其微結構及各組成相的損傷及微觀應力應變演化規律聯系起來,進而為材料微結構的設計提供依據。
  7. Some related techniques and applications on supply chain are described. through studying the order - decomposing process simulation, this dissertation defines the two agent classes : coordination & resource agent, maps the order - decomposing process into a real - time control process formed by a group of agents, proposes finite state machine as a kind of ideal modeling approach used to analyze the real - time control process, describes the conversation rules of agent conversation classes, identifies agents & conversation rules and develops the conversation models by using the framework provided by jafmas, jdk1. 1 integrated development environment & java. according to the structural characteristics, this dissertation transforms the optimization of series supply chain design into multi - stage decision - making problem and develops an optimization model for it

    在對國內外供需鏈研究與應用進行大量調研分析的基礎上,本文給出了供需鏈的定義;闡述了供需鏈管理范疇的內涵、外延及其管理目標;綜述了供需鏈研究的現狀;在對訂單處理流程分析的基礎上,定義了兩種代理類:協調代理和資源代理,創見性地把訂單分解?匹配過程映射為一個由多個代理組成的實時控制過程;針對實時控制過程瞬時狀態難以描述的特點,本文首次把有限狀態機fsm應用到訂單分解?匹配過程中,用以描述代理會話類的會話規則;在jafmas平臺上,利用jdk1 . 1集成開發環境以及面向對象編程語言java設計了jafmas的面向對象代理模型,實現了代理會話規則的有限狀態機模型。
  8. Finally, a correlative equation about bearing capacity of this structural member under bending and torsion is deduced, which may provide design of such structural members a valuable reference. to imitate centrifugal concrete - filled steel tubes used in real structures, three - dimension models are built up by using finite element method. the resistance performance of this structure under complex loads is studied

    利用三維有限元模擬分析方法對離心鋼管混凝土在彎扭組合作用、彎壓組合作用、壓扭組合作用下的構件彈性應力分佈進行了研究,分析了離心鋼管混凝土構件在組合作用下的工作機理和承載力的相關關系。
  9. First it gives a general economic explanation on this problem, using the basic methods such as cost - effect analysis, equilibrium analysis, the framework of the new institutional economies ; then mainly utilizing the popular games models, offers a theoretical verification to all kinds of normalizing possibilities ; finally it explores the financial reporting on the internet, and designs a structural model for the normalizing entities

    本文將在這些研究的基礎上,結合經濟學的基本分析方法(成本效益分析、均衡分析)和新制度經濟學範式,首先對規范財務報告問題給予一個一般意義上的經濟學解釋;然後著重利用已被社會學廣泛應用的博弈模型(張維迎1999 )對財務報告的各種規范可能性給予理論上的證明;最後探討了網路財務報告問題,並提出規范主體結構模式。
  10. Pseudo - static force testing of 1 : 2 scale models of a steel frame with dog - bone connections is first carried out in china in order to obtain elastic - plastic behavior of dog - bone connections steel frames under cyclic loading as well as to analyze collapse characteristic after structural ultimate strength has lost. the influence of dog - bone connection on the coming order of plastic hinges and failure characteristic of steel frame, and the influence of dog - bone ' s shape and position on the behavior of structure is obtained

    通過試驗考察了狗骨式連接平面鋼框架結構在循環荷載作用下的彈塑性性能;了解狗骨式連接對結構塑性鉸出現的順序以及結構破壞形態的影響;了解節點處與狗骨處應力發展狀況,探討狗骨削弱的形狀和削弱位置對節點性能的影響。
  11. This research job analysised the extending roll pass system the finish roll pass system and the ultimate roll groove. the mathematical models and experience formulations used for roll pass design are corrected according to the basic theory and the practical experience of the engineerings. the thread steel bar card was set up with the visual program tool - visualbasic6. 0, based on the method of the structural program design

    本課題通過對螺紋鋼延伸孔型系統、精軋孔型系統及成品孔型的構成和設計方法的分析,結合螺紋鋼孔型系統的基本設計理論和工程技術人員的實際生產經驗,對以往孔型設計過程中所使用的數學模型、經驗公式等進行了修正,以結構化程序設計方法為基礎,採用可視化編程工具visualbasic6 . 0建立了螺紋鋼計算機輔助孔型設計系統。
  12. Asgis involved many subjects such as computer science, geography and meteorology, gisapplication in geology field is just underway especially in land subsidence research. based on the knowledge and demands above, it is necessary and urgent to establish aspecial gis application system, which is composed of professional base models ( base rockstructural model, structural model of quaternary deposition ) and professional applicationmodels ( groundwater aquifers system structural model, land subsidence forecast andanalysis model ). based on this gis platform, “ management information system of landsubsidence in suxichang area ”, it can deal with and analyze the magnificent multi - originalgeological information visually

    最終研究成果形成了由專業基礎模型和專業應用模型構成的、能對龐大的多源地學信息進行可視化分析處理的綜合應用型gis ,該系統不僅具有一般gis所具有的常用功能,更重要的是可以藉助專業應用模型(如地面沉降相關預測模型)進行計算評價及輔助決策,實現了對蘇錫常地區地面沉降地質災害的科學監測和管理,具有較高的理論意義和應用價值。
  13. Research on structural models of human intelligence network

    人際情報網路的結構模式研究
  14. The main contents are as follows : firstly, the structure and characteristics of aqueduct - stayed are summarized, based on which the structure analysis is presented ; planar structural models are established to simplify the analysis of internal force and displacement of aqueduct - stayed based on moment - distribution theory, the formula to calculate the force of cross section of aqueduct - stayed is derived. the finite element method for framed structures is used to analyze the aqueduct body. and corresponding computer programs are developed

    為便於計算,在計算斜拉渡槽的內力及變形時,將空間結構簡化為平面結構,分別對槽身橫斷面及槽身縱向結陶進行計算:以力矩分配法為基礎推導了槽身橫斷面內力的計算公式;運用直接剛度法,編制了桿系有限元程序進行槽身縱向結構計算,並簡單介紹與斜拉渡槽相關的剛度法知識以及程序的流程圖。
  15. Total 18 simulated acceleration time histories for intensity 6, 7, 8 and 9 are adopted as inputs, 6 typical retaining walls heights and 2 bridge abutments with difference are selected as the structural models of soil - structure system, the seismic responses of the system and the horizontal variation of the maximum response accelerations at different height levels are analyzed by means of a wave propagation finite element program

    選用針對地震烈度6 、 7 、 8 、 9合成的總共18條地震動時程,選取具有代表性的6個不同高度的擋土墻以及2個不同高度的橋臺模型,利用波動有限元法既有程序分析地震反應,研究水平地震加速度沿高度的分佈規律。
  16. This paper relates the notion and conducts a discussion from the aspects of the basic principles, structural models and combining forms

    本文從「基本原理、結構模式、組合形式、實際應用」四個方面進行探討。
  17. By the end of 2001, its estimated productivity has been amounted to 287 106 t. in this paper, based on regional sedimentary settings, sedimentary theories, seismic reservoir prediction and reservoirs description technologies, fine reservoirs description is done to upper guantao after overall and systematic researches into stratigraphic models, structural models, sedimentary microfacies, reservoirs " heterogeneity, fluid properties, reservoirs " temperature / pressure system, oil - water relationship and reservoir types

    研究過程中從區域沉積背景、沉積學理論、地震儲層預測技術及油藏描述綜合研究方法出發,對勝利海上埕島油田館上段地層模型、構造模型、沉積微相、儲層非均質性、流體性質及油藏溫度、壓力系統、油水關系及油藏類型均進行了全面系統地研究。
  18. The structural models of responsibility, affect response and help giving from attributional perspective

    情感及幫助行為的歸因結構模型
  19. After analyzing state - of - the - art of active and semi - active structural control in the world, the dissertation focus on semi - active structural control based on the magneto - rheological dampers. and a semi - active control method is put forward, which is based on lq ( linear quadratic ) optimum control theory, and imitates the optimum active - control force with bound value to control the structural response. then two structural models " simulation is conducted to compare the effectiveness and usefulness of the semi - active control with the passive control, and present the normed criteria to analysis the results

    首先分析了mr可控阻尼機理,及mr阻尼器的兩種力學模型;然後根據最優控制理論中的二次型問題,提出採用限值擬合連續最優主動控制力的半主動控制策略,並以此控制方法針對半主動控制的強非線性控制問題,對兩種結構模型進行了模擬計算,並將半主動控制下的結構響應與採用摩擦型阻尼的被動控制結構及無控結構進行了詳細的比較分析,對計算結果提出採用范數指標進行補充評價的綜合評價方法;通過三種控制狀態下的模擬計算驗證了結構半主動控制的有效性與實用性。
  20. This article does some researches on the three typical structural models of human intelligence network named as " strong - weak tie " model, " structural hole " model and " close - open " model, then discusses their characters, use scope, and how to use them more appropriately to serve for enterprises

    摘要文章對「強關系弱關系」模式、 「結構洞」模式和「閉合開放」模式等三種典型的人際情報網路的結構模式進行了研究,分析了三種模式的特點和使用范圍,探討了如何運用它們更好地為企業服務。
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