form anchor 中文意思是什麼

form anchor 解釋
錨定板
  • form : n 1 形態;形狀;樣子,外貌;【哲學】形式 (opp content)。2 人影,物影。3 格式;表格紙 (= 〈美...
  • anchor : n 1 掛錨;錨狀物。2 樁,支架。3 〈比喻〉依靠。4 【體育】一隊運動員中最後參加比賽的人;殿後的人〈...
  1. Form where we lay anchor, we could see the ships in the offing

    從我們拋錨的地方可以看到近海的船。
  2. The pile - anchor retaining structure system is often used in chongqing area. for a long time, there is a conception about the transfer approach of soil pressure behind the pile - anchor retaining structure system that the pressure is applied on the holding sheet firstly, then transferred to the columns by the sheet, finally transferred to the form ground by the anchor

    樁錨支擋結構體系是重慶地區經常採用邊坡支護形式之一,長期以來,人們認為樁錨支擋結構體系的傳力途徑是:土壓力先作用於擋板上,通過擋板再傳到兩邊立柱,然後再通過錨桿把力傳遞給穩定地層。
  3. Since the existed research has n ' t illuminated the failure form of post - embedded reinforcing steel bar bonding anchor and its mechanism, has n ' t systematic research on factors influencing the function of post - embedded reinforcing steel bar bonding anchor, and also failed to test on the long period validity of post - embedded reinforcing steel bar bonding anchor, it is very unfavorable for the spread and application of post - embedding technique. in the meantime, the fact that the present post - embedding anchoring material is of few kinds, high prices and still - to - be - improved performance has become the bottleneck of the post - embedding technique ' s development, which has restricted its further application and development. therefore, it is of great importance to develop a new type high - performance inorganic anchoring material with reasonable price and improved performance

    由於已有研究對后植鋼筋粘結錨固的失效形式、破壞機理未作出明確回答,對后植鋼筋粘結錨固性能的影響因素未進行系統研究,對后植鋼筋粘結錨固的長期有效性未予以試驗證實,不利於植筋技術這種新型結構加固技術的推廣應用,同時現有植筋錨固材料存在品種少、價格高、性能需要進一步改進和提高等局限性,已成為植筋技術發展的瓶頸,制約了植筋技術的進一步應用和發展,因此開發價格合理、性能優良的新型高性能無機質類錨固材料就顯得尤為重要和迫切。
  4. Law of administrative procedure of different countries have different stipulations about those aspects. in this thesis, the author interpreted the conception, densification, displaying form and legal consequence from the angle of administrative low and analyzed the essence of displaying form and legal consequence of violating administrative precedent. the anchor also imagined our country ' s law of administrative

    本文從比較法的角度對違反行政程序的概念、種類、表現形態及其法律後果等問題進行分析和比較研究,探討違反行政程序表現形態及法律後果的實質,並對我國行政程序立法中的相關問題進行了分析,提出了立法設想。
  5. This part also discussed the design of buried anchor and anchor ' s thrust count ways for each form of the pipe lay

    本部分還討論了直埋固定墩的設計以及各種管道布置形式下的固定墩推力計算方法。
  6. In order to optimize the perpetuation tensioning tonnage of prestressed pier anchor wire of goupitan arch dam, first the scheme contrast method is adopted to define the perpetuation tensioning tonnage combination of the primary and secondary anchor wire, but the optimization result is that the pull - anchor coefficient is too big ; then the body form of the pier is optimized ; finally the anchor wire perpetuation tensioning tonnage is optimized by using ansys optimization design module based on parametric fem, the optimization result is acceptable and the pull - anchor coefficient is lowered down

    摘要為優化構皮灘拱壩中孔預應力閘墩錨索永存張拉噸位,首先採用方案優選的方法確定主次錨索永存張拉噸位組合,但優選結果拉錨系數偏大,再對閘墩體型進行優化,然後採用基於參數化有限元的ansys優化設計模塊對主次錨索永存張拉噸位進行優化,優化結果滿足應力控制要求,降低了拉錨系數。
  7. When a control is anchored to a form and the form is resized, the control maintains the distance between the control and the anchor positions

    當控制項錨定到某個窗體時,如果該窗體的大小被調整,該控制項維持它與定位點位置之間的距離不變。
  8. The main factors have been determined to be the depth and width of hole, the strength of surrounding rock, the types of detonator, the decoupling coefficient, burden and unit consumption form what has been discussed, the author make use of those major factors as standard of affection and studied bp neural networks " work principle, structure and defectiveness. a model of modified bp neural networks has been used to built model in order to identify selection and optimize of blasting in rock anchor beam. triumphant parameter design of blasting were selected as a example, in order to perform network of parameter design

    確定以炸藥類型、最小抵抗線、孔深、炮眼間距、不耦合系數、線裝藥量、巖石強度和巖體完整度為主要影響因素;把改進的bp演算法應用在爆破參數優化設計中,建立以炸藥類型、最小抵抗線、炮孔深度、炮眼間距、線裝藥量、不耦合系數、巖石強度和巖體完整度為主要影響指標,選擇45例國內外成功的爆破參數設計實例為樣本,利用bp神經網路進行爆破參數優化設計,並通過現場保護層和巖臺修面爆破試驗以及對其松動圈范圍進行聲波測試,其測試結果最優的爆破方案其松動圈最小,這與神經網路進行參數優化設計的爆破方案相吻合。
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