crown and bridge 中文意思是什麼

crown and bridge 解釋
冠和橋
  • crown : n 1 （勝利的）花冠；榮譽；〈美俚〉錦標。2 王冠，冕；王位；君權；〈the Crown〉 國王，君主。3 王冠...
  • and : n. 1. 附加條件。2. 〈常 pl. 〉附加細節。
  • bridge : n 1 橋，橋梁；【造船】艦橋，船橋。2 鼻樑；（假牙上的）齒橋；【音樂】弦柱，弦馬；【電學】電橋；【...
  1. 1 dental acrylic resins for crown and bridge amendment 1

    牙冠和牙橋用牙科丙烯酸類樹脂
  2. 1 dental synthetic resins for crown and bridge amendment 1

    牙冠和牙橋用牙科合成樹脂
  3. Dentistry - polymer - based crown and bridge materials

    牙科學.高聚物基牙冠和齒橋材料
  4. Polymer - based crown and bridge materials

    聚合物基的牙冠和齒橋材料
  5. The only thing chinese retailers need to do when facing with the fierce competition from foreign " big guy " is to study their experiences, adopt their strong points and cast away the weak in order to bridge the gap and crown the retailing industry before being got out of the game

    中國的零售業面臨沃爾瑪之類的零售「巨鄂」的挑戰唯一能夠做的事情就是以之為鑒、取其長、棄其短，盡快縮短差距，真正做到中國零售業的主宰
  6. The characteristics and problems of the advanced periodontal - prosthetic patients differ from the patients requiring conventional crown and bridge

    摘要嚴重牙周病患者的補綴治療特點與常規牙冠牙橋大不相同。
  7. Dentistry - polymer - based crown and bridge materials iso 10477 : 2004 ; german version en iso 10477 : 2004

    牙科學.高聚物基的牙冠和齒橋材料
  8. In this paper, using large - scale current finite element software, analysising nanbu jialingjiang bridge as engineering example, considering the united action of arcade and of arch with the structure on crown, the author build several 3d finite element models including original bridge, dangerous bridge, all phases of strengthening bridges and strengthened bridge. in order to decide the most unfavorable load case accurately and quickly, using static analysis method this paper draws out the influence surface of bend moment for main section ; base on built models the paper analyzes the internal forces on entirely strengthening process and knows the damaged degree of dangerous bridge and does feasibility studying on its strengthening method ; finally, the paper simply analyzes the unite action of arcade and of arch with the structure on crown

    本文利用大型通用有限元軟體，結合南部嘉陵江大橋這一具體的工程實例，考慮連拱及拱與拱上建築的聯合作用，建立了包括原橋、危橋、加固各階段和加固后各狀態在內的空間計算模型；為了準確、快捷的確定最不利荷載工況，利用靜力法繪制了舊橋主拱圈各控制截面的彎矩影響面；對其加固改造全過程進行了靜力分析計算，明確了危橋的病害程度並對其加固方法進行了可行性研究；最後，簡單分析了考慮連拱及拱上建築與否對該橋主拱圈內力的影響。
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