analysis of truss 中文意思是什麼

analysis of truss 解釋
桁架分析
  • 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。
  • truss : n 1 (乾草等的)捆,把,束,一束乾草〈老乾草56磅,新乾草60磅,稻草36磅〉。2 【醫學】疝帶。3 【植...
  1. Dynamic response analysis of sandwich plates with pyramidal truss cores

    金字塔柵格夾心夾層板動力響應分析
  2. Seismic response analysis of long span railway steel truss bridge

    大跨度鐵路鋼桁橋地震響應分析
  3. The geometric nonlinear analysis of three types of large - span annular cable truss structures is put forward by using commercial fem program. their static properties in deferent load case are concluded, and some suggestions for actual projects are also presented. base on the prime realization of its static property, parameter analysis of its static property is done consisting of deferent number of truss, deferent height of truss, deferent scale of height of masts, deferent boundary condition and deferent magnitude of pre - stress in deferent load case

    本文利用通用有限元軟體ansys對大跨度環形空腹索桁結構體系中三種典型的結構(即內外圈都為圓形、外圈圓形內圈橢圓形、內外圈都為橢圓形的三種外形的結構)進行了幾何非線性分析,總結出各自在不同荷載工況下的靜力性能,並提出一些有實際工程意義的建議。
  4. Meanwhile, according to the reduced theoretic of the open - web truss, the strength simplification computational method are proposed, and in comparison of the theoretical calculating value with the tested one and the behavior analysis of the tested beams during the process, the hypothesis and the theory of the beam are verified and the stress distribution of the circular hole castellated beam is also obtained

    通過費氏空腹桁架簡化計算理論值與實測值的對比分析以及對試驗梁在試驗過程中的性態分析,驗證了理論計算及各項假設的正確性,分析得出圓孔蜂窩梁圓孔周邊應力分佈特徵;並通過撓度分析,提出了實用的簡化計算式。
  5. This paper is concentrated on the space geometric non - linear static analysis and vibration analysis of the long span plate - truss composite cable - stayed bridges. 1

    本文是針對大跨徑板桁結合斜拉橋的空間幾何非線性靜力分析及結構的動力分析兩個方面而展開研究工作的。
  6. As an example, the space analysis model about the wuhu changjiang river bridge is done and the internal forces about the wuhu changjiang river bridge due to dead load and lived load are analyzed. 2. the vibration analysis of the long span plate - truss composite cable - stayed bridges

    文中以蕪湖長江大橋為例,建立了該橋的空間有限元分析模型,並重點分析了該橋在自重恆載作用下的結構內力及車輛荷載對橋梁結構內力的影響。
  7. The static analysis of the long span plate - truss composite cable - stayed bridges. first, the cr formation on the geometric non - linear structural analysis is introduced. next, the structural discretization of cable - stayed bridge, the stiffness matrix the formation of nodal force and the simulated construction system are introduced

    首先介紹了本文採用的桿系結構幾何非線性問題的分析方法? cr列式法,其次介紹了板桁結合斜拉橋的結構離散及桿單元、梁單元的剛度矩陣以及節點力的形成方法,然後介紹了斜拉橋施工模擬體系的形成。
  8. Friction sliding cable element for structural analysis of prestressed steel truss

    預應力鋼桁架結構分析中的摩擦滑移索單元
  9. Stabilization analysis of unstable deployable space truss structures

    不穩定空間展開折疊桁架結構穩定過程分析
  10. The comparative analysis is made firstly, which shows that the truss arch aqueduct can be built on the weak foundation and is also satisfied with the demand for large span length and the great discharge ability, so the type of aqueduct is a better for the project. then the finite element program ( super sap93 ) is applied to the structural analysis of the space structure

    首先通過對常用渡槽結構型式的對比分析,闡明該渡槽是一種可在軟弱地基上修建的、能滿足大跨度、大流量要求、適用於南水北調中線工程的排水建築物,然後運用有限元分析程序supersap93對桁架拱空間結構進行了受力分析。
  11. Design sensitivity analysis of elastoplastic truss structures by complementarity formulation

    基於互補模型的彈塑性桁架結構靈敏度分析過程
  12. Based on the system engineering theory, and through detailed analysis of economic techniques of the engineering work plan examples of the common used long span steel truss structures, utilizing the sequenced layer analysis, the current paper will establish the long span engineering work plan index system. also by the fuzzy mathematical principles, it builds multi - layer fuzzy complex mathematics judgment and calculate the weight coefficient of each index by application of fuzzy power duality method ; and based upon the experts investigation method builds each index judgment matrix. finally applying the current popular update system tool - power builder 8. 0 developed the " optimization system of ( construction ) fuzzy work plan " to solve and carry out the multi - layered fuzzy combination judgment ; then step on the analysis and research on the reliability of the optimal solution for further achievement of the final objective of the fuzzy optimization in selecting the construction work plan of long - span steel truss realization

    本文以系統工程學的理論為基礎,通過工程實例對常用大跨度鋼桁架結構施工方案進行詳細的技術經濟分析,運用層次分析法建立起大跨度鋼桁架結構施工方案的指標體系,利用模糊數學原理建立了多層次模糊綜合評判數學模型,採用模糊權重二元對比法計算出各指標的權重系數,並採用專家調查法建立各指標的評判矩陣,利用目前最流行的工具系統- powerbuilder8 . 0編制了《建築施工方案模糊優選系統》求解計算,進行多層次模糊綜合評判;調整權重和隸屬度,對數學模型最優解的可靠性作了進一步的分析和研究,從而達到模糊優化選擇大跨度鋼桁架結構施工方案的最終目的。
  13. Based on the analysis of the experiment results, it is regarded that the seismic behavior of the truss src columns is higher than those of rc columns. the steel requirements, the crosswise rod dimension and the welding quantity are the main factor, which influence on the truss type src columns

    通過對試驗結果的分析,認為配置角鋼桁架式空腹鋼骨的鋼骨混凝土柱的抗震能力明顯高於鋼筋混凝土柱,配鋼率和斜腹桿的大小與焊接質量是影響桁架式空腹鋼骨的鋼骨混凝土柱的主要因素。
  14. Analysis of wind - excited behavior of large span complicated space truss structure

    大跨度大型復雜體型網架結構的風效應分析
  15. 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
  16. 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。
  17. Experimental study and theoretical analysis of space truss theory in design of underpinned structure

    空間桁架理論在托換結構設計中的試驗研究與理論分析
  18. The geometrical non - linear analysis of space truss

    空間桁架幾何非線性分析
  19. Design and simulation analysis of a dual arm amp; amp; hands mobile robot used in space truss

    空間桁架用雙臂手移動機器人設計與模擬分析
  20. Considering the judgment of dynamic instability of truss structures, a stress rate method for dynamic instability analysis of truss structures was proposed

    摘要針對結構動力失穩的判定問題,提出了一種適用於桿系結構動力穩定分析的應力變化率法。
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