管道柔性分析 的英文怎麼說

中文拼音 [guǎndàoróuxìngfēn]
管道柔性分析 英文
piping flexibility analysis
  • : Ⅰ名詞1 (管子) pipe; tube 2 (吹奏的樂器) wind musical instrument 3 (形狀似管的電器件) valve;...
  • : Ⅰ名詞(道路) road; way; route; path 2 (水流通過的途徑) channel; course 3 (方向; 方法; 道理) ...
  • : Ⅰ形容詞1 (軟) soft; supple; flexible 2 (柔和) gentle; yielding; mild Ⅱ動詞1 [書面語] (安撫)...
  • : Ⅰ名詞1 (性格) nature; character; disposition 2 (性能; 性質) property; quality 3 (性別) sex ...
  • : 分Ⅰ名詞1. (成分) component 2. (職責和權利的限度) what is within one's duty or rights Ⅱ同 「份」Ⅲ動詞[書面語] (料想) judge
  • : Ⅰ動詞1. (分開; 散開) divide; separate 2. (分析) analyse; dissect; resolve Ⅱ名詞(姓氏) a surname
  • 管道 : [工業] pipeline; channel; tunnel; piping; canalis; pipe run; duct; conduit; conduit pipe; ducting...
  • 柔性 : flexibility
  1. ( 2 ) respectively by elastic theory analyses and methods of structural mechanics, transverse static analytical equations for flexible pipeline rigid pipeline are established whose outcomes are applied in numerical example to compare those with that by finite element method. ( 3 ) considering interaction of filled soil, pipeline and foundation, with an eye to non - linear soil model, in view of the initial geo - stress field and the effects of interface between soil and pipeline, and by finite element method the calculational model and method are built for transverse stress in pipeline. then, by the great finite element analytical software ansys, those outcomes are applied in calculation example of positive buried pipe to educe the distribution of circumjacent soil pressure and stresses on cross section and to compare it with that calculated by conventional ways before those outcomes are applied in engineering case of positive buried pipe with flexible filled materials to confirm distribution of soil pressures after the measure for reduction and to compare it with measurements. as a result, the model set up in this paper is proved to be applicable after all above - mentioned analyses

    本文基於彈理論和有限元原理與方法,了上埋式地下橫向力學計算方法和狀並探討了上埋式地下的減荷等問題: ( 1 )在現有幾種典型的垂直土壓力計算方法的基礎上,探討了影響垂直土壓力的主要因素以及改進的方法; ( 2 )別通過彈理論法和結構力學的方法,建立了地下圓環和剛涵的橫向靜力計算方程,並應用在算例中,把所得結果和有限元方法所得結果進行對比; ( 3 )考慮填土、和基礎的共同作用、土體的非線、初始應力場以及土體和的接觸面因素的影響,利用有限元的思路,建立了地下橫向力學有限元計算模型和方法,並且採用大型有限元軟體ansys ,針對上埋式工程算例,得出了周土壓力以及橫截面應力的佈狀況和規律,並和理論值進行對比;針對施加填料的上埋式工程實例,得出了減荷后的土壓力佈,並和實測值進行了對比。
  2. In this part, the author analyzed the obstacle of knowledge sharing one by one and designed a king of new channel of sharing for knowledge sharing, namely, set up knowledge community. at last, this article gave some views about how three kinds of knowledge type organization implement knowledge management strategy. the innovation point of this paper lies in : analyzing the hypothesis of knowledge man and its management method, doing overall analysis to the organization foundation of knowledge management, putting forward a kind of networked - flat flexible plane organization structure, raising the model of knowledge innovation and designing a kind of new channel of sharing for knowledge sharing

    本文的創新之處在於:對知識人假設進行了,其理方法主要有充放權、自主理等;對知識理的組織基礎做了全面的,提出了一種網路化的、扁平的、化的平面組織結構;提出了知識創新的一般模式,從知識創新的個人及組織兩個層面了創新的過程;為知識共享設計了一種新的享渠,即知識社區,知識社區為虛擬社區和實體社區兩個部,目前,虛擬社區成為知識享的一個新的亮點。
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