nanbu 中文意思是什麼

nanbu 解釋
南部
  1. Nanbu clan godown, osaka

    南部盛崗藩，大阪貨棧
  2. Steel moment - resisting frames with welded beam - to - column connections were traditionally regarded as having excellent performance, and widely adopted in steel constructions, but this opinion changed after the 1994 northrige earthquake and the 1995 hyogoken - nanbu earthquake. these earthquakes also arouse engineers to resurvey the behavior of end - plate connections

    傳統觀點認為，樑柱焊接剛性連接具有較好的抗震性能，因此在工程中得到了廣泛地應用，但1994年的northrige地震和1995年的阪神地震改變了這種傳統觀點，這兩次地震也引起了工程技術人員對端板連接的再審視。
  3. I call on the samurai of nanbu to do their duty

    我號令南部武士們盡自己的職責
  4. But during the 1994 northridge earthquke and 1995 hyogoken - nanbu earthquke, many steel beani - to - column connections were damaged which indicated that cognition on the capacity of this type of joints was rather inadequate. in order to avoid similar damages in the future, analysis on response of beam - to - column connections under cyclic loads is not only significant from the theoretical aspect, but also important in practice

    然而， 1994年美國northridge地震和1995年日本的阪神地震中，大量鋼框架樑柱連接發生破壞，顯示出人們對于剛性樑柱連接的受力性能和破壞機理認識還相當不足。為了避免人員傷亡和經濟損失，對鋼框架樑柱連接研究其在循環荷載作用下的反應，不僅具有重要的理論意義，更具有重大的工程實用價值。
  5. Who preached the virtues of nanbu samurai

    一直傳授南部武士道品德
  6. But during the 1994 northridge earthquake in america and 1995 hyogoken - nanbu earthquake in japan, steel frames were seriously damaged, and many of which were brittle fracture at the connections

    然而，在1994年發生在美國的northridge地震和1995年發生在日本的阪神地震中，鋼結構框架發生了嚴重的破壞，而且大多都是發生在節點處的脆性破壞。
  7. Beam column connections experienced a great deal of brittle fracture phenomenon in northridge earthquake and hyogoken - nanbu earthquake which indicated that connection performance is very important for steel frames

    發生在美國北嶺和日本阪神地震都發生不同程度的樑柱節點脆性破壞，可見樑柱節點在多層鋼框架結構抗震設計中佔有非常重要的地位。
  8. But during the 1994 northridge earthquake and 1995 hyogoken - nanbu earthquake, beam - to - column connections experienced a great deal of brittle fracture phenomenon, which indicated that the performance on the damage mechanism of some style joints were rather inadequate

    但在1994年northridge和1995年阪神地震中，樑柱連接發生了大量的脆斷現象，顯示出了人們對于鋼框架樑柱栓焊連接節點認識上的不足。
  9. Established in 1962, sichuan nanlei valve seat manufacture co., ltd. the former nanbu county valve seat ring factory is a sino - america joint venture company. lt has the registered capital of 20 million yuan and the fixed assets of 50 million yuan

    四川南蕾氣門座製造有限公司原南部縣氣門座圈廠屬中美合資企業，始建於是1962年。公司注冊資金2000萬元，固定資產5000萬元，現有員工350人，有高中級工程技術經濟管理人員86人。
  10. Morioka, in nanbu. it ' s a beautiful place

    南部的盛崗，是個美麗的地方
  11. Morioka, in nanbu. it ' s pretty as a picture

    南部的盛崗，風景美麗如畫
  12. I was born in morioka, in nanbu, oshu

    我生於南部盛崗的尾首部族
  13. I can ' t put you on the scales against all of nanbu

    我無法拿你和整個南部作權衡
  14. When nanbu fights, i will be there first

    要是南部打仗，我會第一個沖上去
  15. The duty of a nanbu samurai is to fight until the very last

    南部武士的職責所在就是戰斗至最後一人
  16. I will go and fight for nanbu

    我要去為南部而戰了
  17. 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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