骨性結合界面 的英文怎麼說

中文拼音 [gǔxìngjiēgějièmiàn]
骨性結合界面 英文
osseointegrated interface
  • 骨 : 骨名詞1 （骨頭） bone2 （物體內部的支架） framework; skeleton 3 （品質; 氣概） character; spirit ...
  • 性 : Ⅰ名詞1 （性格） nature; character; disposition 2 （性能; 性質） property; quality 3 （性別） sex ...
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 合 : 合量詞（容量單位） ge, a unit of dry measure for grain （=1 decilitre）
  • 界 : 名詞1 （相交的地方; 劃分的界限） boundary 2 （一定的范圍） scope; extent 3 （按職業、工作或性別等...
  • 面 : Ⅰ名詞1 （頭的前部; 臉） face 2 （物體的表面） surface; top 3 （外露的一層或正面） outside; the ri...
  • 結合 : 1 （發生密切聯系; 聯合） combine; unite; integrate; link; binding; coalition; cohesion; connectio...
  • 界面 : [物理化學] interface; boundary; limiting surface
  1. Some respects of self - compacting high - strength concrete ( schsc ) made of fujian province ' s local material have been studied in this thesis as follows : 1. studies on microstructure of the schsc. three different mixed schsc and one normal high - strength concrete ( nhsc ) were observed by the scanning electron microscope at different sites and different ages of 1 day, 3 days, 7 days, 28 days and 60 days. from the test, the effects due to no vibrating and admixture on the microstructure of schsc were studied

    通過四組強度等級相當，分別為普通混凝土、兩組不摻膨脹劑的自密實混凝土（其粉煤灰的摻量不同）和摻有膨脹劑的自密實混凝土，在同一養護齡期的條件下（ 1天、 3天、 7天、 28天和60天） ，分別選擇粗骨料過渡區、細骨料過渡區、水泥石和砂坑作為觀測點，採用sem進行細觀掃描對比實驗，以研究自密實混凝土因免振搗的特性及摻合料對其骨料界面和水泥石結構的影響。
  2. With checking and optimization, some rational suggestions on bridge location, shape and overall arrangement is put forward. after construction checking, the author also puts forward some requests for construction pre - cove and safety pier setting, at the same time gives optimum design on joint balance pier. construction structure checking indicated that not only the strength and stability coefficient of rotation stiffness framework is affluent, but also the section size

    通過驗算及優化，對該橋推薦方案的橋址、武漢理工大學碩士學位論文橋型及橋梁總體布置提出了合理化的建議;通過施工驗算，對施工預拱度及保險墩的設置提出了要求，對交界平衡墩進行了優化設計;施工結構驗算表明，轉體勁性骨架強度、穩定性富餘系數較大，截面幾何尺寸過大，結構設計過于安全保守，並提出了結構優化的方法，從而大大節省了工程投資，加快了工程進度，增強了橋梁的美觀。
  3. We should use this chance, establish an appropriate strategy and improve the innovation abilities of corporations. the long - term strategic target is to use about 10 years to complete the research for new medicines and then shift to " independent research and development " ; to be in the top level of the world for innovative research and development of new technology and new products in the biopharmaceutical industry ; to make china become the leading center for biotech innovation ; to set up an innovative mechanism with corporations to be the core body and relevant to the international competing situation and self developing disciplines of modern corporations ; to bring up a batch of entities with competing capacities in the market and independent exploitation abilities ; to be a leading country with great power in biotech industry. joint exploitation, improvement and innovation, dividing market into even smaller fractions, and cost minimization are the main conditions for realizing the strategic target

    本論文從分析國內外生物技術企業的發展環境和發展特點入手，闡述我國生物技術企業加強科技創新的重要性和可行性，結合國情現狀研究我國生物技術企業的科技創新戰略，提出我國醫藥生物技術產業的長期戰略目標應該是「用十年左右的時間，完成新藥研究向"自主研發"的轉移，在新技術、新產品的創新性研發方面躋身世界醫藥生物技術產業的領先行列，將中國建設成為世界一流的生物技術創新中心，建立健全以企業為核心的適應國際醫藥競爭形勢和現代企業自身發展規律的技術創新運行機制體系，培養一批具有市場競爭力和自主開發能力的骨幹創新實體，成為世界生物技術產業強國" 。
  4. In this paper, with complete calculation micro - mechanics method, mass concrete was taken as three - phase composites, which consists of mortar matrix, aggregate and bond between matrix and aggregate. with nonlinear finite element method, the simulation of static and dynamic mechanics performance of the uniaxial compress concrete specimen of dongjiang arch dam and simple supported beam specimen of xiao wan arch dam was studied by means of the software of msc. marc. the number of all kinds of mortar matrix was calculated according to grading of aggregate of three graded concrete and walraven function

    本文採用完全細觀計算力學方法，將大體積混凝土在細觀層次上看成是由粗骨料顆粒、硬化水泥砂漿及其二者之間的粘結界面組成的非均質復合材料，採用非線性有限元方法，在對大型商業有限元軟體? msc . marc二次開發的基礎上，對東江拱壩的三級配混凝土軸壓試件、建設中的小灣拱壩三級配混凝土梁試件在靜、動荷載下的力學性能和破壞過程進行了數值模擬。
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