集中載荷 的英文怎麼說

中文拼音 [zhōngzǎi]
集中載荷 英文
centre-point load
  • : gatherassemblecollect
  • : 載Ⅰ名詞(年) year : 一年半載 six to twelve months; six months to a year; 三年五載 three to five ...
  • : 荷名詞(蓮) lotus
  • 集中 : concentratecentralizefocusamassgroupmassingput togather
  • 載荷 : load; loading載荷變化 load fluctuation; variation in load; 載荷裝置 load device
  1. By using this method, we could make the extended testin and controling system to satisfy the real - time requriement of application. this article is based on the research of " the helicopter ' s aviating load - data harmonized loading and sampling technology ". we studied the question of real - time in the helicopter ' s aviating load - data sampling system, and finally realized the real - time extension of the system which based on windows2000 to improve the real - time performance of the system

    本文結合航二團「十五」預研課題( 41801100101 ) ? 「直升機飛行數字化協調加及數據採技術研究」 ,對數據採系統的實時性問題和實時擴展技術展開深入研究,最終實現了基於windows2000測控系統的實時擴展,並將其應用於實際的採系統研製和開發
  2. A distributed load is clearly not a point force in the elementary sense.

    在簡單的意義上一個分佈很明顯不是一個力。
  3. Two numerating methods are used in traditional structural design of gate chamber. first, considering the gate frusta to be fastened on the weir body, it is calculated as plane stress problem independently. then applying the results ( moment and vertical force ) on the bottom of gate frusta as concentrating load on the weir body, and the weir body is viewed as a elastic foundation beam or plate and unilateral stress analysis was performed

    傳統閘室結構計算有兩種計算方法,其一是將閘墩視為固端于堰體上,單獨進行閘墩平面受力計算,再將閘墩下部的計算結果(彎矩和垂直力)作為作用於堰體上,堰體作為彈性地基梁或板進行片面應力計算。
  4. Unfortunately, the numerating model used in such method is quite different from the actual instance, and the constraints are to o simple, the effects of the side load, elastic modular of the stone body of the foundation and the compatible structural deformation are not involved in. due to the asymmetry of the spatial load, it is quite different between the analysis results and the test data

    這種計算方法力學模型的建立與結構的實際受力情況出入較大,且對邊界條件考慮過于簡單,對邊的影響、基礎巖體彈模的影響及結構本身變形協調一致等均未能一併考慮,對于空間受力不對稱的狀況,作為二維問題分析時計算結果與應力測試結果出入較大。
  5. Nowadays, the ways to detect the piles are various, and all of them are limited in some aspects. for instance, coring test do large scathe on the piles, and static load test will waste much time, money and energy, while some ways are hard to operate as the limitation of the length and the diameter of the piles, and the special condition on the spots, such as high - strain, low - strain, and so on. furthermore, the result can only be gained under the complex analysis of the collected wave, and under the validation of the coring test

    目前,工程常用的樁基檢測方法很多,但都存在著一些弊端:有的對樁破壞性嚴重,例如抽芯檢測;有的耗時、耗財、耗力,例如靜試驗;還有的如低應變、高應變等檢測技術由於受到樁長、樁徑以及現場一些特殊情況的限制,操作很不方便,而且採到的波形要經過比較復雜的處理分析方能得出結論,而這個結論卻還要輔助取芯手段加以驗證。
  6. Bending of rectangular plate with each edges arbitrary a point supported under a concentrated load

    集中載荷作用各邊上任一點被支承的矩形板彎曲
  7. This is of disadvantage in efgm for it complicates the imposition of essential boundary conditions and the application of point loads

    因此,本質邊界條件的施加和集中載荷的處理變的復雜。
  8. This is a disadvantage of efgm as it suffers from problems in the imposition of essential boundary conditions and the application of point loads. however, these do not disadvantage efgm significantly

    由於移動最小二乘法的近似函數不一定精確地通過計算點,從而使本質邊界條件的施加和集中載荷的處理變得復雜。
  9. For the structure that the side - frusta is also used as retain wall, considering the side frusta fastened on the weir body, the plane stress is calculated at first. then the moments, horizontal shear force and vertical force on the bottom of the retain wall are applied as fixate, and stress distribution on the weir body are calculated piecewise

    對于邊墩兼作擋上墻結構,通常是將邊墩視為固端于巖體上,先進行下端為固端的擋墻平面受力計算,再將擋墻下部的彎矩、水平剪力和垂直力作為進行堰體的應力計算,堰體也只能分段進行片面受力計算。
  10. Shape optimization of a rigid inclusin in an elatic plane under concentrated loads

    集中載荷作用下彈性平面剛性夾雜的形狀優化
  11. Natural stone test methods. determination of flexural strength under concentrated load

    天然石材的試驗方法.集中載荷下彎曲強度的測定
  12. Thermal insulating products for building applications. determination of behaviour under point load

    建築業隔熱材料.集中載荷作用的測定
  13. Bending of rectangular plates point - supported on four straight edges under a concentrated load

    集中載荷作用下四直邊上任意點支承矩形板的彎曲
  14. Bending of rectangular plates supported at any point on the straight edges under a concentrated load

    集中載荷作用下四直邊上任意點支承矩形板的彎曲
  15. Standard test method for conducting traverse and concentrated load tests on panels used in floor and roof construction

    進行地板和屋面建築用配電板的橫向和集中載荷試驗的標準試驗方法
  16. Second, the computational amount is huge and unnecessary when it is used to solve the problem of concentrative loading in mechanics and physics

    其次,用有限元法求解工程和物理集中載荷等問題時,顯得工作量過大而且浪費。
  17. Because the numerical solution is obtained point to point by it, the probabilistic numerial method is not expensive for the problem of concentrative loading

    又因為此種方法,是逐點獲得數值解的,因此,用於集中載荷等問題時不顯工作量大和浪費。
  18. Abstract : in this paper, we study the random equation to elastic caminal rectangle plate under single concentrated random load by random vibration theory, and discuss the dynamic response to it by separating the variable, and study the frequency response function and unit pluse response function to the load and response

    文摘:運用隨機振動理論,推導了彈性矩形薄板在單個隨機集中載荷下的振動方程,並用分離變量法討論了其動力響應,研究了對應于激勵與響應的頻率響應函數和單位脈沖響應函數。
  19. In order to research mechanical capability of the reinforced concrete beam with bonding steel plate, adopting separate method to establish finite element model of the reinforced concrete beam with bonding steel plate, using fem to study dynamical characteristics of the model, have got good results which can not be easily got using traditional resolution method, which can give reference to study dynamical characteristics of the reinforced concrete beam with bonding steel plate

    摘要為了研究粘鋼加固后鋼筋混凝土梁的各種力學性能,採用分離式方法建立了粘鋼加固后鋼筋混凝土梁的有限元模型,並用有限元方法對此模型先後進行了模態分析和簡諧集中載荷作用下的動力響應分析,得出了加固后鋼筋混凝土梁的前5階振動模態和簡諧作用下粘鋼加固鋼筋混凝土梁底部開裂的極限動幅值頻率曲線,可為研究粘鋼加固鋼筋混凝土梁的各種動力特性提供參考。
  20. The displacement, stress and strain of the pendulous socket are calculated when the socket is subjected to both outside uniformly distributed load and inside concentrated load

    得到了該構件在受外部均布和內部集中載荷作用下的位移、應力、應變的有限元解。
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