uniform load 中文意思是什麼

uniform load 解釋
均布負載
  • uniform : adj 1 （形狀、性質等）一樣的，同一的；一致的；相同的。2 一貫不變的；始終如一的。3 規格一致的，均...
  • load : n 1 裝載，擔子；負擔；工作（負荷）量。2 （車船等的）裝載量；一馱，一車，一飛機。3 【電、機】（機...
  1. Parallel operation characteristics analysis of water chiller of uniform load distribution

    均勻負荷分配的冷水機組並聯運行特性分析
  2. 0. 08g 1000 revolutions. mechanical capability : uniform load 9200 15000n m2, concentrated load 2900

    機械性能：均布荷載920015000n m ，集中荷載29003300n
  3. Top displacements get largest in structure under the concentrated load, and get smallest in structure under the uniform load

    結構頂點位移在頂點集中荷載下達最大，在均布荷載時最小。
  4. Fractal theory is introduced to analyze the surface - crack distribution of reinforced concrete structures, and two load spaces, a concentrated load space and a uniform load space, are generalized for reasonable application of the fractal theory

    將分形引入鋼筋混凝土結構表面裂縫分佈分析，概括歸納了分形適用於損傷檢測的兩類荷載空間：集布荷載空間和勻布荷載空間。
  5. And the paper analyzed the relations between the errors of the components and load distribution among the backstop piece, and put forward a method of translating the errors into a equivalent error. for the occasion of several backstops being used at the same time, the paper put forward a project of uniform load among the backstops

    分析了誤差對逆止器內部逆止塊的載荷分佈的影響，並提出各種誤差轉化為等效誤差的方法；對多個逆止器同時使用的場合，提出了均載方案。
  6. Consolidation behavior and settlement of highly saturated soil under uniform load

    條形荷載下高飽和土地基的固結與沉降
  7. To determine the span of cable tray supports ， besides to meet the uniform load less or equal rated uniform load, but also to meet the deflection ( in unit ) less or equal l / 200

    在確定支、吊架跨距中，除滿足工作均布載荷小於或等於額定均布載荷之外，還要滿足相對撓度小於或等於l / 200 。
  8. By the analyzing results of experimental data, it is shown that the surface - crack distribution of damaged reinforced concrete structures exhibits a fractal behavior under the concentrated load space while a multifractal behavior under the uniform load space

    根據試驗資料分析，證明損傷的鋼筋混凝土結構的表面裂縫分佈具有分形特性，且在集布荷載空間內表現為簡單分形，在勻布荷載空間內表現為多重分形。
  9. Analytical solution for orthotropic propped cantilever beam subjected to uniform load

    均布載荷作用下正交各向異性一端固支一端簡支梁的解析解
  10. Elastic analysis of rectangular thin plate constrained with beam under local uniform load

    均布載荷作用下各向異性固支梁的解析解
  11. According to construction features of three - span prestressed concrete and continuous rigid frame box with v pier bridge, the paper demonstrates the shell finite element theories, c onstruct the spatial model, and researches its spatial stress and variable regularity under different loads including uniform load, concentrated load and prestressing force wire. morever, the paper studies vibratory modal of three - span prestressed concrete and continuous rigid frame box with v pier bridge, and sets about experimental investigation of the corresponding practical bridge

    本文根據典型的三跨預應力混凝土墩連續剛構橋的特點，提出採用板殼有限元法計算理論，建立其空間分析模型，研究該橋在不同荷載（均布恆載、集中活載、預應力束）支承條件下的空間受力特性和變化規律：探討了典型三跨預應力混凝土墩連續剛構橋的空間靜動力特性及相應的振動模態；探索一般的平面理論預測值與實際空間效應的差異，並進行相應的試驗研究。
  12. Analytical solution to magneto - electro - elastic cantilever beam under uniform load

    均布荷載作用下懸臂磁電彈性梁的解析解
  13. Analytical solution for fixed - end orthotropic beams subjected to uniform load

    均布載荷作用下正交各向異性固支梁的解析解
  14. Analytical solution for fixed - fixed anisotropic beam subjected to uniform load

    均布荷載作用下兩端固支梁的彈性力學解析解
  15. Analytical solution of simply supported magnetoelectroelastic beam under uniform load

    均布荷載作用下簡支磁電彈性梁的解析解
  16. Nonlinear bending of corrugated diaphragm with large boundary corrugation under uniform load

    均布載荷作用下帶邊緣大波紋膜片的非線性彎曲
  17. The result indicate that the influences of geometrical nonlinearity is different to the structure critical load under different load cases. under the live uniform load, the structure critical load decreases 10 % after considering the geometric nonlinearity ; and under the live uniform load or concentrated load act on half bridge, the structure critical load decreases 35. 38 % or 74. 08 % after considering the geometric nonlinearity

    計算結果表明，在不同的加載工況下，幾何非線性對結構的臨界荷載影響程度不同，幾何非線性對全橋均布活荷載作用下的臨界荷載影響較小，考慮幾何非線性后，臨界荷載僅下降了10 % ，而在半橋均布活荷載和集中荷載作用下，幾何非線性對其臨界荷載影響很大，考慮后其臨界荷載分別下降了35 . 38 %和74 . 08 % 。
  18. In these examples, the results indicate that moments of every floor are very close, and each story obviously has an inflection point except ground floor in ordinary frame under the concentrated load. the moments get larger from top floor to ground floor, and the columns of ground floor and side columns of the stories close to the top floor do not have inflection point in ordinary frame under the trigonometry load or uniform load

    結果表明，無轉換層時，頂點集中荷載下，各樓層的彎矩非常接近，除底層外，每層都有明顯的反彎點;而在倒三角荷載或均布荷載下，各樓層彎矩由上至下逐漸變大，接近頂端幾層的外柱和最底層柱均沒有出現反彎點。
  19. Structure deformations rely mainly on shearing deformation in structures above the transfer girders under the trigonometry load or uniform load, and rely mainly on linear deformation under the concentrated load

    轉換梁以上結構在頂點集中荷載下變形以直線形為主，在倒三角荷載和均布荷載下變形以剪切變形為主。
  20. In this article, grid - beam structure by simply supported on foursides in the engineering is discussed. its calculated method of internal force and displacement under uniform load and choosing section to control the wide of crack is studied also

    本文針對工程中常見的四邊簡支、正交的井字梁結構進行討論，研究了該結構受均布荷載作用下的內力及位移的計算方法，以及截面選擇、裂縫寬度控制方法等。
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