transfer of load 中文意思是什麼
transfer of load
解釋
貨物倒裝-
The paper mainly consider the followings : the performance parameter determination of cryopump, heat load determination and heat transfer of large cryopanel, reasonable distribution of heat load, the condition for construct steady flow in small vertical circle pipeline, balance condition for gas and liquid two - phase flow in the connection pipe between cryopanel and dewar, the safety of cryopump
文中探討了低溫泵性能參數的確定；大抽速低溫抽氣面的熱負載的確定及合理分配；冷凝面上豎直圓管內受熱建立穩定流動的條件；冷凝面與杜瓦間的連接管道內氣液「雙相流動」的平衡條件；低溫泵系統運行的安全問題。 -
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 -
Re - research about effect of material schema and cognitive load on analogical reasoning transfer of students ' cognition
認知負荷與材料模式對學生類比推理遷移影響的再研究 -
Theoretical analysis on axial load transfer of single pile
單樁軸向荷載傳遞的理論分析 -
Experiment on and analysis of force transfer of axial load in granular packs
顆粒堆中軸向靜荷載力傳遞實驗分析 -
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 -
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。 -
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。 -
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。 -
As an important part of metallic tps, the attachment must be strong enough to transfer mechanical load to the substructure and at the same time not much heat quantity
連接結構是金屬熱防護系統的重要的子部件，要求其在傳遞力學載荷同時，不能向機體傳遞過多的熱量，對其研究具有重要意義。 -
Based on the static pile testing, the analysis of load transfer and settlement and a new means to reach the bearing capacity of piles are reported in this paper
在現場的樁基垂直靜載荷試驗基礎上，進行荷載傳遞機理分析和沉降變形的階段性劃分，探討了確定單樁豎向承載力的新方法，為工程合理、充分地利用承載力提供參考。 -
Wear mass loss of pa6 composites increases with the increasing of load. the matrix has optimal contents of fillers more or less nano - al2o3 cannot effectively link the molecular chain of pa6 matrix and reinforce pa6 ' s resistance to adhesive and abrading transfer wear
『業人學碩十學位論文摘要佳填充量，在試驗配方中，當納米a120 :填充量為10phr時，尼龍6的磨損量最低，耐磨性最好。 -
The result indicate that there is much difference between the hollow inclined column - wall transfer r. c joint and the solid inclined column - wall transfer r. c joint on the mechanism of load transfer
結果表明有孔斜柱轉換節點和無孔斜柱轉換接點的豎向受力性能和傳力機制存在著明顯的差異。 -
Elastic - plastic finite element analysis of the rule of load transfer for large - diameter piles
大直徑樁荷載傳遞規律的彈塑性有限元分析 -
In consideration of limitations of load transfer method, which cannot take into account its non - axisymmetrical cross - section, the approximate three - dimensional method is proposed based on elastic theory method which was proposed by poulos ( 1968 ). the proposed method can consider its non - axisymmetrical cross - section
考慮到荷載傳遞函數法的缺陷，即不能考慮壁板樁樁身橫截面的非軸對稱性，本文又以poulos （ 1968 ）提出的彈性理論法為基礎，推導出了壁板樁承載特性的近似三維解答。 -
The results indicate that the load transfer law of squeezed branch pile is similar to that in the ordinary soil, the velocity of load - settlement curve changes slowly and the pile has high load bearing capacity, the principle of load transfer has apparently sequence
結果表明，支盤樁荷載沉降曲線為緩變型，具有較好的承載性能，荷載傳遞規律與在非濕陷性黃土地基中具有相似的性質，樁身各段承載力的發揮具有明顯的順序性。 -
Analysis of load transfer stability control strategy in hydraulic synchronizing continuous slippage
液壓同步連續滑移負載轉移穩定性控制 -
With a specially designed experimental instrument, the mechanism of load transfer within an unconsolidated confined aquifer and its effect on compound breakage of key strata have been studied
摘要採用專門設計的物理模擬試驗裝置及數值模擬試驗方法，就鬆散承壓含水層的載荷傳遞機制及對覆巖關鍵層復合破斷的影響進行深入研究。 -
Therefore, in the process of load transfer within the unconsolidated confined aquifer, the key strata of overburden rock are prone to have a compound breakage when the load on the upper interface of bedrock is great and the bedrock is very thin
在鬆散承壓含水層的載荷傳遞作用下，作用在基巖頂界面的載荷較大，當基巖厚度較薄時，采場覆巖關鍵層易產生復合破斷。 -
As a bridge to composites, the study on interface including the establishment of load transfer model, shearing strength and breakage pattern provides theoretic foundation for the interface optimization design and enhancement of composites properties. moreover, it also plays an important role in promoting the wide application of composites
界面作為復合材料的橋梁，建立合理的界面載荷傳遞模型，研究界面剪切強度和界面破壞形式，可為復合材料界面的優化和復合材料整體性能的提高提供理論設計指導；同時，對促進復合材料的廣泛應用亦具有重要的意義。
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