end anchorage 中文意思是什麼
end anchorage
解釋
端部錨固-
Consideration of the additional axial, two angular deformations generated by the bond slipping in anchorage zones of joints, the assumption is made, that the plane section of either end of a member before bond slipping of reinforcements remains afler bond slipping of reinforcements. additional deformations * contribution to stif ? nesses of plastic sub - elements is formed from the boundary nonlinearity of plastic stabelements. the space bond slip relation can truly compute bond slip in anchorage zones, additional def ? rmatinns, and their contribution to the space nonlinearity of a niember, has used iii space nonlinear analysis of columns and spandrel beams in this dissertation
附加變形對塑性子區域的剛度貢獻，看作是塑性子區域的邊界非線性，建立了構件端部子區域基於構件邊界非線性的鋼筋與砼之間的空間粘結滑移關系，能較真實地求得錨固區的粘結滑移、附加變形以及他們對構件空間非線性性能的貢獻，並運用於柱、裙梁的空間非線性分析之中。 -
At the end of the [ [ miniseries ] ], a copy of eight wearing a colonial [ [ flight suit ] ] appears to be leading a group of cylon agents who recover the [ [ aaron doral # pr executive copy | pr executive copy of aaron doral ] ] from [ [ ragnar anchorage ] ]
在[ [短劇] ]的結尾處，一個身著殖民地[ [飛行服] ]的捌號復制體，看起來帶領著一批人形賽昂來到[ [拉格納錨地] ]回收了[ [亞倫?多勒爾#公共關系主管|亞倫?多勒爾的公共關系主管復制體] ] 。 -
The sea breeze, as though it had the sooner blown itself out by its unusual violence, was already at an end ; it had been succeeded by light, variable airs from the south and south - east, carrying great banks of fog ; and the anchorage, under lee of skeleton island, lay still and leaden as when first we entered it
海風耗竭了淫威，很快地平靜下來，緊跟著，輕柔的海風從南面東南面飄拂而來，攜來了大團大團的霧氣。在骷髏島的下風處，鉛灰色的錨地像我們初次進來時一樣平靜。 -
The force control of suspension bridge anchorage cable is the main contents which will be researched. according to the character of suspen - sion bridge anchorage, three questions is solved in this paper on the basis of the construction control experience of the highway bridge of yichang yanzhi river. firstly, an effective method of cable force control is presented in this paper, which has settled the puzzle of cable force accurate operate through fixing a pressure transducer at the behind of the hydraulic jack. secondly, an exactitude calculation model is founded in this paper. in addition the influence of boundary condition, sag, inclination, flexural rigidity and environment temperature to the cable vibration frequency which make the frequency method could be used to the measurement of cable force. in the end of this paper, a control system of anchorage cable force is developed on the basis of the above research. this system is very steady, credible, high precision and convenient. it is a new and credible method to be used to the force control of sus - pension bridge anchorage cable. in this paper, the conundrum of cable force control has been solved. the fruits are very useful to the development of inland suspension bridge
提出了一種有效可行的錨跨張力控制方法，即通過在油壓千斤頂后加壓力傳感器，並利用單片機技術進行數據採集，解決了懸索橋錨跨索股初張力精確控制的難題；建立了錨跨索股索力的精確計算模型，分析了索股的邊界條件、斜度、垂度、抗彎剛度及環境溫度對索股頻率的影響，解決了弦振法在大跨徑懸索橋索力測試中的應用問題；在上述研究成果的基礎上，研製出了錨跨張力控制系統，該系統具有穩定可靠，精度高，使用方便等特點，它的投入使用將為我國今後大跨徑懸索橋錨跨張力控制提供一種全新的、可靠的手段。 -
Regarding the rc beams subjected to concentrated load or even load and braced by bonding steel, an analysis is made on the relevant factors influencing maximum anchorage shear stress of steel sheet. the analysis is based on elastic theory and makes use of the formula for calculating anchorage shear stress of steel sheet. as indicated by the results, the maximum anchorage shear stress not only realtes to such parameters as height of cross section of rc beam and span but also relates to the thickness of adhesive layer, elastic modulus, thickness of steel sheet, and length of steel sheet. the present method will check maximum an chorage shear stress on the end of shear sheet so as to prevent rc beam from local damage. the present results will offer important reference for our country to further perfect bracing design by bonding steel method
在彈性理論的基礎上，利用鋼板錨固剪應力計算公式，對在集中荷載或均布荷載作用下採用粘鋼加固的混凝土梁，分析鋼板錨固最大剪應力的有關影響因數.結果表明，最大錨固剪應力不但和混凝土梁的截面高度、跨度等參數有關，還和粘膠層厚度、彈性模量、鋼板厚度及鋼板長度有關.採用文中方法可以對鋼板端部最大錨固剪應力進行驗算，防止混凝土梁出現局部受拉破壞.研究結果為進一步完善我國粘鋼法加固設計提供重要的參考資料 -
Results show that clamping angle dominated displacement of anchorage and failure mechanism : surrounding rock and soil compaction is induced by small clamping angle, instead, shear failure occurs in neighborhood soil of leading end of anchorage while clamping angle is big ; anchorage length influenced surrounding rock stress as nonlinear self - organization critical characteristic on interface ; anchorage size contribution to systemic primary monitor parameter is relatively uniform
研究發現：夾持角控制著錨碇變位和破壞機理，夾持角過小時錨碇壓密圍巖土體，較大時錨碇前端附近土體則產生剪切破壞；錨碇長度影響接觸面圍巖應力量值，表現為非線性的自組織臨界特徵；錨碇體粗細對系統主要監控參數的貢獻相對均勻。 -
The inferior anchor - ties is short, compared to the design request, the actual elongation value has increased 6 %, its reason is that the anchor end in to shrink the quantity had neglected locks the loss absolutely oversized, through adjusted the anchorage, this problem has solved effectively
次錨束較短，實測伸長值超過了設計要求的6 % ，其原因是忽略錨固端的內縮量；絕對鎖定損失過大，通過調整錨具，有效地解決了該問題。 -
This article theoretically analyzes the stress concentration at the area of plate end, calculates the values of the stress with the software of ansys and gets the distributing curves of the stress at this area. some suggestions about the anchorage are proposed in this article according to the calculating result
本文對加固后的梁在受力時碳纖維布的端部應力集中現象進行了理論分析，並應用anysis有限元計算軟體進行了計算，得到了碳纖維布端部應力的分佈曲線。
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