analysis of rigid frame 中文意思是什麼

analysis of rigid frame 解釋
剛架分析
  • analysis : n. （pl. -ses ）1. 分解，分析；【數學】解析。2. 梗概，要略。3. 〈美國〉用精神分析法治療（＝ psychoanalysis）。
  • of : OF ＝Old French 古法語。
  • rigid : adj 1 堅硬的，強直的，硬性的，僵硬的 （opp flexible elastic）。2 堅定的，固定不動的。3 嚴格的，嚴...
  • frame : n 1 機構；組織；系統。2 結構，框架，構架，骨架，骨骼。3 體格，身軀。 4 精神狀態，心情。5 【園藝】...
  1. The method of curved lever space rigid frame, a new and practicable numerical method, is based on the utility of reinforced concrete shell structure in practical project and on endogen force analysis of shell structure as this paper extracts

    摘要從鋼筋混凝土殼體結構的實際應用出發，對殼體結構內力分析提出了一種新型實用的數值分析方法曲桿空間剛架法。
  2. The shell is divided into orthogonal or oblique crossing girder systems, which make up a space rigid frame structure, then an analysis is made of the endogen force of the shell structure based on the curved lever space rigid frame structure

    該方法通過將殼體結構離散成相互垂直或斜交的曲桿梁系組成的空間剛架結構，進而分析曲桿空間剛架結構的內力，達到殼體內力分析的目的。
  3. The section of traditional portal rigid frame are constant cross - section and wedge shape variable cross - section, this paper brings up a component cross - section ? ripple web plate variable cross - section. according to main specially characterist of portal rigid frame, this paper use matlab to work out analytical software. it ' s concrete analysis includes : endogen force and displacement caculation of rigid frame, stability analysis in and out flat surface of rigid frame, geometrical nonlinear analysis of rigid frame. and make comparison between ripple web plate variable cross - section portal rigid frame and constant cross - section rigid frame

    傳統的門式剛架的構件截面為等截面和楔形變截面，本論文提出了一種構件截面形式? ?波紋腹板變截面。本論文根據門式剛架的主要特點，利用matlab高級編程語言編制了4個分析軟體，其針對性強，具體分析包括：剛架的內力與位移計算，剛架的平面內與平面外穩定分析，剛架的幾何非線性分析。
  4. Crack analysis and assessment of a pc continuous rigid frame box beam bridge

    大跨徑連續剛構箱梁剪力滯效應分析
  5. Three dimensional stress analysis of double - tracks railway continuous rigid frame bridge with wide box girder

    雙線鐵路連續剛構橋寬箱梁空間應力分析
  6. The analysis showed the strain of section is not plain under moment so that the moment is carried by force couple in the outer frame. 4. the paper gave the rigid frame - compression bar model for practical computation

    在試驗研究的基礎上，提出了密肋復合墻板實用設計的鋼架斜壓桿模型；通過線彈性有限元分析，就其優化設計進行了探討。
  7. Analysis of shear lag effect of long - span continuous rigid - frame box - beam bridges

    輕質高強混凝土在連續剛構橋中的應用分析
  8. Elastic stability analysis of rigid frame with fixed - base

    柱腳剛接的單層單跨剛架的彈性穩定分析
  9. Fem stress analysis of springing joint for cfst and rigid frame tied through arch bridge

    下承式鋼管混凝土剛架系桿拱橋拱腳有限元應力分析
  10. The research object in this text is the actual project - - the mansion of yatingyuan ( 40 layers above the ground, 125. 4 meter high ). the structure - design is by satwe and the analysis of the structure dynamic characteristic and earthquake response by sap2000, whose calculation models are set up according to the actual size of the structure. in satwe, the analysis model of beam and column is simulated by frame - element, slab is plane - element, shear - wall is wall - element and slab is infinitely rigid in the internal and zero in the external ; in sap2000, beam and column is frame - element, slab and shear - wall is shell - element and slab is elastic floor

    本文以實際工程項目? ?雅庭園商業中心大廈（地面以上40層，建築總高度為125 . 4米）為研究對象，結構設計採用satwe ，結構的動力特性和地震反應分析採用sap2000 。結構satwe和sap2000分析的計算模型均按結構的實際尺寸建立， satwe分析模型的樑柱採用桿元模擬，樓板用薄壁殼元模擬和剪力墻用墻元模擬，樓板平面內無限剛、平面外剛度為零； sap2000分析模型的樑柱採用桿元模擬，樓板和剪力墻用殼元模擬，樓板為彈性板。
  11. Aseismic analysis of pc continuous rigid frame bridge for jinbin light rail

    津濱輕軌預應力混凝土連續剛構橋抗震分析
  12. Chapter two discourses the basic theory, calculation model and main advantages and disadvantages of regression analysis and time series analysis. chapter three discusses grey system theory in detail, including the basic theory, grey incidence analysis, model in common use and forecasting method. chapter four analyzes the results of flexibility deformation of 270 meters span continuous rigid frame bridge of humen bridge, calculated with regression, time series and grey system model

    第1章介紹了變形監測的目的、意義、分類以及變形分析與預測研究的現狀和進展；第2章論述了回歸分析和時間序列分析的基本理論、計算模型和主要優缺點：第3章詳細討論了灰色系統理論，包括建模的理論基礎、灰色關聯分析、常用模型和預測方法；第4章為採用回歸模型、時間序列模型、灰色系統理論模型，對虎門大橋270米混凝土連續剛構橋施工中的撓度變形進行的計算分析。
  13. Analysis on long - term deflection of high strength light - weight concrete box beams of continuous rigid frame bridges

    高強輕質混凝土連續剛構橋箱梁長期變形分析
  14. Analysis of temperature influence on long - span continuous rigid frame bridge construction control

    廣東虎門輔航道連續剛構橋混凝土箱梁的溫度梯度研究
  15. Some stiffness matrices of special elements such as rubber bearings and components with field are derived from primary - secondary and inverse transform in structural matrix analysis. then, seismic response analytical models and non - isolated continuous rigid frame bridges are set up, while considering the interaction of soil - pile - structure and traveling wave effect simultaneously. finally, the seismic time history response of the two models is calculated by means of the finite element method, and the results show that the isolated bridge posses powerful earthquake resistance

    首先論述了公路大跨徑橋梁的地震反應分析方法，其中包括樁-土-結構相互作用、行波效應等因素對結構物的影響；其次，利用結構矩陣分析中的主從變換和逆步變換，推演了幾個特殊單元的剛度矩陣，包括橡膠隔震層單元和帶剛域構件單元；最後，考慮樁-土-結構相互作用和行波效應的結合，分別建立隔震與非隔震連續剛構橋地震反應分析模型，通過有限元法對兩種結構進行時程分析，結果表明：隔震層上部結構的地震加速度反應、位移反應均明顯減小，這說明隔震的連續剛構橋具有很好的抗震能力。
  16. Design of rigid frame arch bridge and truss arch bridge and analysis of characteristics of the weight - bearing

    剛架拱橋及桁架拱橋的設計與受力特徵分析
  17. Abstract : the paper introduces the application of rigid frame arch bridge and truss arch bridge in fuyang city and their types, structures, designs as well as analysis of characteristics of the weight bearing

    摘要:介紹了剛架拱橋及桁架拱橋在阜陽市的應用及其型式、構造、設計和受力特徵分析。
  18. Computation of rigid frame containing bevel shaft in structural matrix analysis

    結構矩陣分析中的斜桿剛架計算
  19. A deep beam model with spring bearing is given, based on the analysis of middle frame of frame and shear wall structure ground floor, which is sensitivity to floor rigidity. comparing rigid assumption to elastic assumption, shear error of frame is worked out, which is index of floor rigidity. conclusions are drawn that floor rigidity is independent of earthquake intensity and the most effect factor to floor rigidity is floor length to width ratio

    以樓板按剛、彈性計算的框架柱的剪力誤差值作為衡量樓板剛性的指標，通過對模型進行理論分析證明以往一些只能通過歸納總結得出而沒有理論支持的結論：樓板的剛性同地震烈度無關；通過對影響樓板剛性的各個因素進行分析比較，得出樓板的長寬比是影響樓板剛性的主要因素，而增加樓板的厚度並不是增加樓板剛性的有效途徑。
  20. Analysis and control of rigid frame ' s horizontal vibration

    剛架水平振動分析和振動控制
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