load transfer 中文意思是什麼

load transfer 解釋
負荷轉移
  • 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...
  • transfer : n 1 移轉,轉送;調職;調任[轉學]證書;變換。2 (財產;權利等的)轉讓,讓與(證書),移轉,授受;...
  1. Study on the load transfer and the critical length of single cement - soil pile

    水泥土樁單樁荷載傳遞及臨界樁長研究
  2. Research on load transfer law of cement - soil composite pile

    水泥土組合樁荷載傳遞規律研究
  3. In order to improve the load transfer ability of the highway with heavy traffic, a dowel bar can be installed in the contraction joint of the rigid pavement

    摘要對于交通量日益增大的高速公路,可以通過增設傳力桿來提高路面縮縫的傳荷能力,有效地減少錯臺和斷板現象。
  4. Pallet load transfer system for vegetable harvesters, shuttle vehicles and road trucks

    蔬菜收割機短途運輸汽車和道路卡車的托板裝載傳輸系統
  5. Using space contact element to analyze load transfer of under ground closed wall

    空間接觸單元法分析地下閉合墻基礎荷載傳遞
  6. Theoretical analysis on axial load transfer of single pile

    單樁軸向荷載傳遞的理論分析
  7. Analysis of load transfer efficiency for concrete joint

    新舊混凝土粘結斷裂韌度影響因素的顯著性分析
  8. Based on the static loading test and stress testing of piles in situ of the project " taiyuan second long - distance telegraphic hinge ", some researches below have been conducted in this paper. the paper consists of the following two parts : the comparisons of load transfer feature of the resistance among the four types of piles ( that is, the normal cast - in - situ pile, the cast - in - situ pile with post - pressure grouting, the cast - in - situ pile with expanded - base, the cast - in - situ pile with expanded - base and post - pressure grouting ), the bearing capacity of piles affected respectively by the two types of construction technique

    本文結合某工程的樁基現場靜載荷試驗和樁身應力測試試驗,對比、研究了同一場地中相同樁長的普通灌注直樁、后注漿灌注直樁、擴底灌注樁和擴底后注漿灌注樁四種樁型的承載力特性、樁身軸力和樁側摩阻力的分佈特性,闡述了擴底后注漿樁的樁身軸力傳遞規律和側阻力發揮性狀,分析了擴底、后注漿兩種施工工藝對試樁單樁承載力的影響。
  9. The crux of void detection is how to discern the influence caused by indefinite load - transfer capacity and void separately on deflection. it is apparent that only using deflection as the criterion to detect void is impractical

    水泥混凝土路面板下脫空評定的關鍵是區分接縫傳荷不足與脫空分別對彎沉產生的影響,單一利用彎沉指標來評定脫空狀況是不完全切合實際的。
  10. Load transfer is presented as a general mechanism for strengthening, and the rule - of - mixtures is derived

    荷重移轉將被視為強化的通用機制加以闡述,而混合律也將被推導。
  11. In addition, some comparisons can be made between load transfer method and elastic theory method in this paper

    另外,本文還對荷載傳遞函數法和彈性理論法在壁板樁中的應用進行了初步對比。
  12. Analysis based on a large amount of data about the load - settlement, pile soil stress ratio and stress distribution obtained from the model tests shows that in the horizontal - vertical multiple reinforcing system, the horizontal reinforcing function of the geocell reinforced gravel mattress, the vertical reinforcing function of the gravel pile, the system of load transfer and supporting formed through interaction and working together mechanism between gravel pile composite foundation and geocell reinforced gravel mattress are the main mechanism of its load capacity improvement, settlement and asymmetrical settlement reduction

    試驗結果分析表明:在土工格室碎石墊層碎石樁復合地基這一水平向豎向多元復合地基共同作用的加固體系中,結合了土工格室碎石墊層的水平向增強體作用和碎石樁的豎向增強體作用;土工格室碎石墊層和碎石樁復合地基相互作用,共同工作構成的荷載傳遞和支撐體系是其提高承載力,減少沉降和差異沉降的主要機理。
  13. Based on the new formed joint model, a variety of influential factors on first limitation load of load - transfer condition and correlated deflection are discussed. the result shows that the influence on deflection caused by void is noticeable. then, a model and a method for void detection, which use first limitation load of load - transfer condition and correlated deflection - not single deflection - as their criteria, are proposed

    本文以新建立的接縫力學模型為基礎,通過對第一傳荷狀態臨界荷載及其對應彎沉影響因素的分析指出,脫空對彎沉的影響是顯著的,進而提出了以第一傳荷狀態臨界荷載與對應彎沉為指標的脫空評定模型與評定方法,使評定工作在單板系統基礎上進行,排除了接縫傳荷狀況不確定的影響。
  14. In this paper, single fiber composite fragment ( sfc ) method, which is one of the most widespread and effective experimental methods for determining the mechanical properties of interface, was adopted to study the load transfer mechanism and to evaluate the adhesion performance of composite with surface - treated fibers. this is helpful for optimization design of interface

    本文採用了目前最為流行、最為有效的直接測定界面力學性能的實驗方法之一? ?單纖維復合材料斷裂實驗研究了纖維樹脂界面載荷傳遞機理,分析了幾種纖維表面處理復合材料界面的粘結情況,對界面的優化設計具有一定的指導作用。
  15. Firstly unified load - settlement solution of single barrette pile based on bilinear load transfer function is developed in this paper. with the aid of the solution, the barrette behaviour is analyzed preliminarily

    本文首先採用荷載傳遞函數法推導出了雙線性荷載傳遞函數下的單樁荷載沉降關系統一解,並利用此解對壁板樁的承載特性進行了初步分析。
  16. As far as the solid inclined column - wall transfer r. c joint is concerned, the inclined column with a bigger angle 、 transfer beam and square column work as a whole, and the load transfer mechanism is similar to the transfer beam. the stress state in the wall is much more even, so the effect of transfer is much better than that of the hollow inclined column - wall transfer r. c joint

    對無孔斜柱轉換節點而言,由於斜柱與轉換梁和方柱形成了一個整體,而且斜柱角度較大,因而其傳力機制和加腋的轉換梁類似,但薄壁柱中的應力分佈更為均勻,轉換效果更好。
  17. According to test results of two specimens of local transfer rc joint from inclined column to beeline - shaped wall under vertical static loads and results of corresponding finite element analysis ( ansys ), fundamental behaviors of the joint are achieved, which include paths of vertical load transfer before and after cracking, stress distributions, occurrence and development of cracks and final failure mode of the joint

    本文通過兩個鋼筋混凝土斜柱?一字形薄壁柱局部轉換節點在豎向荷載作用下的靜力試驗以及有限元分析,獲得了該節點的基本性能,其中包括開裂前後的豎向荷載的傳遞路徑、試件應力分佈,裂縫的發生、發展,及試件最後的破壞形態等。
  18. Extremely strong load - transfer trusses inserted every 30 stories or so can isolate structural damage and avoid free - fall collapses

    每30層樓安裝一個可以轉移負重的堅固桁架,因此結構的破壞就會局限在一處,使大樓不致於全面崩塌。
  19. Meanwhile the load transfer laws and the deforming characteristics of single pile composite foundation and group piles composite foundation are researched. additionally, the deference between the load transfer laws of the inside piles and the side piles and the effect of group piles are analyzed

    同時,分析單樁復合地基、群樁復合地基荷載傳遞規律及變形特性的差異,群樁復合地基中內樁、邊樁荷載傳遞規律的差異問題。
  20. An incrementally - iterative algorithm with constant stiffness, which combines step - by - step time integration scheme with unbalanced load transfer method, is employed in numerically implementing of the proposed constitutive model

    在模型本構關系的數值實施中,採用將時域逐步積分格式與不平衡荷載轉移法相結合的增量?常剛度迭代演算法。
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