anchorage due 中文意思是什麼

anchorage due 解釋
碇泊費
  • anchorage : n. 安克雷奇〈美國阿拉斯加州港市〉。n. 1. 拋錨;停泊。2. 拋錨地。3. 停泊稅。4. 〈比喻〉寄託。
  • due : adj 1 (債款等)當付的,應該付給的;(票據等)到期(的),滿期(的)。2 (車、船等按時間)應到達...
  1. New breakwaters would be constructed for reprovisioning the anchorage area affected by the reclamation. " the preferred option will accommodate the new prison complex within the existing typhoon shelter. the key advantages are less visual impact on the surrounding areas due to effective screening of the prison facilities by the existing topography, minimal impact on the marine and terrestrial ecology, and minimal impact on tidal flow and water quality

    發言人說:按最可取的方案,會在喜靈洲避風塘內進行土地平整,興建新綜合監獄,主要的優勝之處是喜靈洲的地形能有效遮蔽監獄設施,對鄰近地方造成的視覺影響較小,而且對陸上和海洋生態、水質和水流的影響亦輕微。
  2. The current approaches including code methods to calculate stress losses due to anchorage set exist several shortcoming, such as unsuitable to different profiles of tendons or very complicated to compute due to sectional analysis. based on classical theory of friction when tendons are stretched in post - tensioned concrete members, the unified method to calculate the stress losses in tendons due to anchorage set while considering the affection of reverse friction has been established, these formulae are suitable to be used in computer ; also approximate formulae are produced which are suitable to manual computation, they are easy to be applied in research or design

    針對目前預應力鋼筋錨固時鋼筋回縮引起的預應力損失計算方法中存在的問題,建立了考慮反摩阻影響的后張法預應力混凝土橋梁錨固損失的統一計算式,適用於任意形狀的預應力鋼筋和單、雙端張拉的情形;給出了適于機算的理論公式和適于手算的近似計算式,可方便地應用於研究和工程實踐。
  3. Experimental results indicate that the strength capacity, stiffness of columns have a certain extent increasing as a result of the action of cfrp, repaired columns " cracks show little and distribute uniformly. the ultimate strength and ductility of column improved due to the transverse strengthening with cfrp and display more distinct benefit when strengthened by the combined action of the longitudinal and the transverse straps of cfrp. in addition, many parameters including anchorage length of cfrp, thickness of cfrp are considered on the effects of cfrp on strength, and failure modes of columns

    試驗結果表明,大偏心受壓柱受拉麵縱向粘貼碳纖維布后,偏壓柱承載力和抗彎剛度有一定程度的提高,裂縫寬度減小且分佈均勻;碳纖維布橫向粘貼偏壓柱對偏壓柱的承載力和延性有一定的提高;縱橫向混合粘貼大偏壓柱加固效果更顯著;混凝土強度低於c20級時,不適合採用碳纖維布粘貼加固。
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