最大工作張力 的英文怎麼說

中文拼音 [zuìdàgōngzuòzhānglì]
最大工作張力 英文
maximum working tension
  • 最 : 副詞（表示某種屬性超過所有同類的人或事物） most; best; worst; first; very; least; above all; -est
  • 工 : Ⅰ名詞1 （工人和工人階級） worker; workman; the working class 2 （工作; 生產勞動） work; labour 3 ...
  • 張 : Ⅰ動詞1 [書面語] （給弓或樂器上弦） fix （a bowstring）; string （a musical instrument） 2 （分開;...
  • 力 : Ⅰ名1 （力量; 能力） power; strength; ability; capacity 2 [物理學] （改變物體運動狀態的作用） forc...
  1. Leadership clearly incapable of grasping the complexity of the office or in constant need of briefing on the most elementary issues elicits the most self-willed assertions of foreign service parochialism.

    如果領導顯然無力應付復雜的工作，或是連最基本的問題也需要經常聽取匯報，那就會引起外交人員自作主張，大搞本位主義。
  2. Under the new round of land laws and regulations and criteria, the empirical studies has been done in the city of zhang jia gang. during the research process, the author who intends to combine the theory with the practice expatiates his own reflections on the case

    本文是在國土資源大調查的背景下進行的，依據國家最新的法規、規程以及規范，進行了以張家港市為實例的實踐工作，在研究過程中筆者闡述了自己的思考，力求理論結合實踐。
  3. Therefore, the prestress of the cable should make sure that the cable is in the tight state in the entire process. the largest wind load which the prestressed cable truss can undertake is studied emphatically in the article

    因此，索中初始預應力應能保證索在工作的全過程中始終處于張緊狀態，以此為條件，本文重點研究了預應力索桁架所能承受的最大風荷載值。
  4. ( 6 ) conclusion was obtained by the analyzing the mechanics environment and the stability of the lanslide on the right bank after the dam built : the value of the rock mass stress increased and the tensile stress region obviously reduced, the direction of the principal stress was unchangeable the dam and the landslide were stable under the dangerous condition ( the reservoir and at the same time the earthquake was viii ), but when the water lever suddenly fell and did not think of other force, safe factor evidently reduced, the dam and the landslide will be destroyed under the most dangerous condition ( the water lever suddenly fell and at the same time the earthquake was vi ) ; the stability of the landslide will be destroyed by the horizontal thrust under the most dangerous condition or ; the physical and mechanical parameter will be reduced due to long period filter, the landslide will be destroyed too

    （ 6 ）建壩工程荷載條件下河谷巖體力學環境分析及右岸古滑坡體的穩定問題分析得出：建壩后河谷的巖體應力量值明顯增高，同時左岸的張應力區的范圍及量值明顯減小，主應力的方向依然與模型的底邊界垂直；大壩建成后逐漸蓄水階段以及同時考慮本區最強地震力的作用等各種不同的工況條件時，滑坡體及壩體總體上仍處于穩定狀態；水位驟降時，在未考慮其他外力作用的情況時，滑體的安全系數將顯著降低。若考慮水位驟降及本區最大地震力的共同作用，壩體將在滑坡體下滑推力的作用下產生破壞；建壩后水平推力對右岸古滑坡體穩定性的影響分析可以看出，在最危險的工況條件下，壩體及滑坡體也將處于臨界狀態；在長期滲透變形的作用下，由於滑帶的物理力學參數的降低而有可能導致壩體失穩破壞。
  5. Through the research of the tension in vivo, the immediate retraction rate and histology examination about the different ways and different maintaining, we get : the increase area of the rapid and conventional expansion has little difference with the expanded time ; however it has significant difference with the maintaining time. it shows that shortening the expanded time is feasible in clinic, but shortening the maintaining time is out of the question ; after the capsule is removed, immediate retraction rate of the expanded skin notably decreased, significantly different from those with intact capsule ; the collagen content of the rapid expansion is just the same as the conventional expansion, but the changes of the histology dependences on the maintaining time. comparison with conventional expansion, rapid expansion has no significant drawback ; maintaining a period after expansion can greatly increase the area of expanded skin and reduce immediate retraction

    通過對不同擴張期、不同方式和不同維持期對擴張皮膚的在體張力、即時回縮和皮膚組織學的研究，得到：快速擴張和常規擴張最後獲取的皮瓣，面北京工業大學工學博士學位論文一積增加差別不大；擴張皮膚的面積增加和張力下降與維持期的長短有關；而與擴張期的長短關系不大，說明在皮膚擴張術中可以縮短注水時間，但是維持時間不能縮短；擴張皮膚去除包膜后的即時回縮率下降，與未去除包膜的相比較有明顯差異；快速擴張皮膚的膠原含量變化與常規擴張的基本一致，擴張皮膚的組織學變化與維持期的關系較為密切，與擴張方式關系不大；快速擴張和常規擴張相比，快速擴張沒有明顯的破壞作用；擴張結束后，維持一段時間，能有效的提高擴張面積且能有效地減少回縮。
  6. Lastly, according to correlation theoretics of advanced education and application theoretics of computer multimedia technology, the paper researched and empoldered college physical experiments " multimedia textbook. on the base of abundant investigation and practice in practical work, some research and development principles about multimedia textbook were concluded, and the basic frame of college physical experiments " multimedia textbook was constructed. and thereinto, five multimedia experiments such as measuring electrostatic field with simulation method, michelson interferometer, measuring the tensility of liquid surface, air cushion navigation experiment, and drawing lissajous figures were empoldered

    最後，論文根據高等教育的相關理論和計算機多媒體技術的應用理論，開展了「大學物理實驗」多媒體教材的研究與開發工作，並在大量調查研究和研發實踐的基礎上，歸納出多媒體教材的研發原則，構建起「大學物理實驗」多媒體教材的基本框架，同時研發了「模擬法測靜電場」 、 「邁克爾遜干涉儀」 、 「氣墊導軌」 、 「液體表面張力的測定」以及「李薩如圖形」等五個實驗內容的多媒體教材。
  7. Lampo is an affirmation and inspiration in the strain of work. it brings self - confidence and hope. it can make us do the best, and experience the real meaning of success

    Lampo是緊張工作中的肯定與激勵；它帶給人充滿自信與希望的感覺，喚出自己最大的力量，做到最好，讓人體驗到「追求成功」的真正意義。
  8. Daqing region is situated in the middle - north of songlao basin, the tectonics inducing earthquakes in this region are mainly influenced by the pressing force of the pacific plate to the northeast asian continent, there were 6 earthquakes, which ms were not less than 6. 8 among the earthquake records in the history, and the most dangerous earthquake occurred in 1119

    大慶地區位於松遼-張廣才嶺構造區松遼盆地的中北部，發震構造主要受太平洋板塊向東北亞大陸俯沖產生的推擠作用力的影響。自有地震記錄以來，重點工作區內共記錄到ms 4 . 7級地震6次，其中6級以上地震2次， 4 . 7 ms 6級地震4次，最大地震是1119年扶餘6 . 8級地震。
  9. In order to fully develop the theory of squeezed branch piles, in particular, the justification of its superior performance in terms of the bearing capacity and sinking displacement, we have derived the analytical formulas of the axial load and the strain at arbitrary depth ; based on existing static loading test results and research on belled pile, together with the analysis of on - site testing data, we have applied the expand theory on sphere holes to the computation of radial stress of squeezed branch piles under hole expansion ; taking the oil pressure of hole expansion in to account, we have find the a branch force under certain hole pressures, hence we can estimate the maximum bearing capacity of single piles ; we have introduced the experiential formulas for the bearing capacity of squeezed branch piles based on its stress characteristic and pile testing data ; we have also done numerical simulations of squeezed branch piles utilizing finite element method software ansys ; we have matched the simulation res ults with those of on - site basic load experiments, regenerating the distributions of stress fields and strain fields of squeezed branch piles, and from those distributions, we can determine the optimal distances between plates and piles

    為了完善支盤樁的設計理論，探求支盤樁高承載力和低沉降量的內涵，本文推導出了支盤樁任意深度的截面荷載以及位移隨深度變化的理論公式；基於已有的靜載試驗成果及有關擴底樁的研究成果，從對現場測試數據的分析，將球形孔擴張理論引入到支盤樁擴孔時徑向應力的計算，考慮到擴孔時的油壓數據，求得某一孔壓下的支盤力，據此估算單樁極限承載力；同時根據對支盤樁的受力特點和試樁數據的分析，提出了支盤樁承載力計算的經驗公式；用有限元分析的方法，利用大型有限元分析軟體ansys對支盤樁進行數值模擬，並將模擬結果同現場的靜載試驗結果進行對比，再現了支盤樁在荷載作用下土中應力場和位移場的變化，根據應力場和位移場的變化范圍，指出最佳盤間距和樁間距；為支盤樁的設計和施工提供了一個可量化的設計依據。
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