本文紐大學 的英文怎麼說

中文拼音 [běnwénniǔxué]
本文紐大學 英文
university bienvenue
  • : i 名詞1 (草木的莖或根)stem or root of plants 2 (事物的根源)foundation; origin; basis 3 (本錢...
  • : Ⅰ名詞1 (字) character; script; writing 2 (文字) language 3 (文章) literary composition; wri...
  • : 名詞1. (器物上可以抓住而提起來的部分) handle; knob 2. (紐扣) button 3. (樞紐) bond; tie4. (姓氏) a surname
  • : Ⅰ動詞1 (學習) study; learn 2 (模仿) imitate; mimic Ⅱ名詞1 (學問) learning; knowledge 2 (學...
  • 本文 : 1. (所指的這篇文章)this text, article, etc. 2. (原文)the main body of a book
  1. Thus research on construction ofsecretary ranks of colleges and universities has the importan academic value andpractical significance. wth basic principles of management science, secretary study and college anduniversity administfation science, by means of close combination of theory andpractice, this papers describes the pole of secretary ranks of colleges anduniversities in administration of colleges and universities, reveals and analyzes thestatus quo of secretary ranks of colleges and universities, on the basis of which therational and practical countermeasures are put f orward for consttuction of secretaryranks of colleges and universities. combining the practice of secretary work of colleges and universities for manyyears, the writer summarizes three contradictions in this paper : contradiction of themany and the few i. e. more ones with higher educational background and lowerproportion of ones with professional knowedge education and training ; contradiction of the strong and the weak, i. e. stronger enterprising of individualsand weaker pool efforts of the rank ; contradiction of the mush and the little, i. e. more payment and less repayment

    運用管理、秘書、高校管理科的基原理,理論與實際緊密結合,闡述了高校秘書隊伍在高校管理中的作用,揭示並分析了目前高校秘書隊伍的現狀,進而對如何建設好高校秘書隊伍提出了合理可行的對策。結合實際,將高校秘書工作分為兩類:日常程序化工作、 (包括十項具體工作)和非程序化工作;闡述了高校秘書隊伍在高校管理中的五作用:輔助決策的參謀作用、辦理事務的助手作用、傳遞信息的耳目作用、溝通聯結的樞作用、領導機關的示範作用。結合多年來從事高校秘書工作的實踐,將現狀概括為三矛盾:一多一少的矛盾,即歷層次較高與專業知識教育培訓的比例偏低的矛盾;一強一弱的矛盾,即個人的上進心較強與隊伍合力較弱的矛盾;一多一少的矛盾,即付出較多與回報較少的矛盾。
  2. The choice dam type is especial importance, during the designed research of the rock - fill dam, particular under the rock - fill dam with very deeply cover layer, the stress and strain of the middle wall and cutting interpenetration wall of the dam foundation is mostly sensitive, whether the. design of dam is scientific and reasonable, it is very important for cutting interpenetration and stability of the dam, the article offer the reference for the design of cutting interpenetration in the foundation with deep cover with earth the water conservancy in xiaban zone, based on the study and analysis the design of cutting seep in the foundation with deep cover with earth, cutting interpenetration concrete wall and the joining model of cutting interpenetration material in body of dam and the applying effect in the practical worko based on the foundation which absorbed and summarize the achievement of design and research in the inter and outer country, for the project of the clay vertical middle wall and vertical cutting interpenetration, the asphalt concrete vertical middle wall and vertical cutting interpenetration the clay inclined middle wall and the lever carpet layer cutting interpenetration, respectively in terms of the different stage of complete period sluice period and working condition, adopting nonlinear calculate and analysis with the finite element method ; carrying the analysis and study with the 3d finite element method as to the different joining model of the left bank high slope cutting interpenetration body and the foundation concert cutting interpenetration wall ; carrying the analysis and study with the 3d finite element method as to the effect of the wall stress and strain because of the different elasticity modulus of the concert cutting interpenetration wall through the analysis and study with the different project. have comparatively all - around comprehended the various model dam, particular the distribute rule of stress and strain of the cutting interpenetration system, provide for the important evidence of the plastic area size the join model of the foundation cutting interpenetrate wall and dam body cutting interpenetrate system the choice of the dam model and the design of the structure of the dam body, the result of research and advice have very importance value in design and building for the similarity project

    工程設計中,壩型的選取顯得尤為重要,特別對于壩基有深厚覆蓋層的堆石壩,心墻和壩基防滲墻的應力和變形是壩體、壩基最敏感的部位,設計方案是否安全、科和合理,對壩防滲和穩定起到至觀重要的作用。研究分析了國內外深厚覆蓋層基礎防滲設計、壩基混凝土防滲墻與壩體防滲體銜接形式及工程實際應用效果,為下坂地水利樞工程深厚覆蓋層基礎防滲設計的方案選擇提供了參考;在吸收和歸納了國內外堆石壩的設計研究成果的基礎上,對粘土心墻和壩基垂直防滲方案、瀝青混凝土心墻和壩基垂直防滲方案以及粘土斜心墻和壩基水平鋪蓋防滲方案,分別按竣工期和蓄水運行期的不同工作情況進行了有限元非線性計算分析;對左岸高陡邊坡的壩防滲體與基礎混凝土防滲墻的不同結合型式進行了三維有限元靜力計算分析和研究;對混凝土防滲墻不同彈性模量對墻體應力和變位的影響進行了三維有限元靜力計算分析和研究。通過對不同方案的計算分析和研究,比較全面的了解了各方案壩體,尤其是防滲體的應力和變形分佈規律,為壩型選擇、壩體結構設計、基礎防滲墻與壩體防滲體的結合型式以及塑性區小的確定提供了重要依據。
  3. 2 ) through many numeral experiment, using the crack face ' s slant angle and azimuth angle as parameters, we found some relations between three - dimension fractal parameters and two - dimension fractal parameters in rock mass : ds = ( 1. 0 + 0. 031 ) * dl + ( 1. 0 + 0. 0395 ), ns = nl, v = 1. 5986 * ( 2 - dl ) - 3. 2935 * sin ( st ) + 3. 8263, and found a way to speculate three - dimension fractal parameters from two - dimension fractal parameters. lt is the foundation to describe the distribution laws of crack face in rock mass by the observing results through rock mass section crack, 3 ) this paper constructed the three - dimensional fractal emulation theoretical system and erected three - dimensional fractal emulation model about crack face in rock mass 4 ) a emulation system about crack face in rock mass is developed by vc + +, it includes the function to get section plane chart and section block chart from three - dimensional network chart automatically, and some of the emulation examples is given

    2 )通過量數值試驗,以巖體裂縫面的傾角與方位角為帶,分析得出了巖體裂縫面數量三維分形分佈參數和巖體裂縫跡線二維分形分佈參數的關系: d _ s = ( 1 . 0 0 . 031 ) * d _ l + 1 . 0 0 . 0395 , n _ s = * n _ 1 , = 1 . 5986 * ( 2 - d _ l ) - 3 . 2935 * sin ( st ) + 3 . 8263並提出了由二維分形幾何參數來推導三維分形幾何參數的方法。為通過巖體剖面裂縫直接觀測結果,描述巖體裂縫面分佈規律奠定了基礎。 3 )構建了巖體裂縫面的三維模擬理論體系,建立了巖太原理二周眨d二研究生位論體裂縫面的三維分形模擬模型。
  4. To delete " the annual quota of 14 500 publicly - funded " after " urges the government to increase " ; to add " across the board, including those of publicly - funded and private universities, " after " university places " ; to delete " to open " after " attend universities, and " and substitute with " in addition to opening " ; and to delete " in order to cater for the needs of the local community and education development " after " further studies, " and substitute with " provide opportunities to more non - local students to attend universities in hong kong, so as to facilitate hong kong s development into an education hub of the region and cater for the social, education and economic development needs of hong kong, and to enable hong kong s human resources development to better tie in with the national eleventh five - year plan and subsequent plans in the mainland, thereby training more talents in various sectors such as finance, trade, logistics, tourism and culture for hong kong "

    在"會促請政府"之後加上"全面"在"增加"之後刪除"每年14 500個公帑資助"在"位"之後刪除"的限額" ,並以" ,包括公帑資助和私營額"代替及在"升渠道"之後刪除" ,以配合港社會和教育發展的需要" ,並以"之餘,也讓更多非生有機會來港升讀,以利香港成為區內教育樞,和配合港社會教育和經濟發展的需要,以及使港的人力資源發展更能配合內地十一五和往後的規劃,從而為港培訓更多金融貿易物流旅遊及化等不同范疇的人才"代替。
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