整體截影 的英文怎麼說

中文拼音 [zhěngtǐjiéyǐng]
整體截影 英文
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  • 整 : Ⅰ形容詞1 （全部在內; 完整） whole; all; complete 2 （整齊） neat; tidy; orderly Ⅱ動詞1 （整理; 整...
  • 體 : 體構詞成分。
  • 影 : Ⅰ名詞1 （物體擋住光線后映出的形象） shadow 2 （鏡中、水面等反映出來的物體形象） reflection; image...
  • 整體 : ensemble; whole; entirety
  1. It is the key of ebfs, therefore, furthermore calculation about link are carried out in this thesis, introduced achieved research, summarized the affect of link on whole capability in the first, the second, numerical calculation are proceeded on link with ansys : with the purpose of discussing yielding mode critical length of link, established five different specimens ; with the purpose of discussing the influence of h / tw of web, b / tf of flange and h / b, established eighteen different specimens ; with the purpose of discussing the affect of stiffener, established four different specimens, and elaborated the affect of stiffener on link based on achieved test researches

    因此，本文對耗能梁段進行進一步計算分析，概述耗能梁段對整體性能的影響，並利用有限元程序ansys對耗能梁段進行數值計算：針對耗能梁段的屈服類型建立5種不同長度的模型，計算討論耗能梁段屈服類型的長度劃分；針對耗能梁段腹板高厚比、翼緣寬厚比以及梁段截面形狀等因素共建立了18種模型進行計算分析；針對加勁肋對耗能梁段的作用建立了4種模型，並結合已有的試驗闡述了加勁肋對耗能梁段的影響。
  2. In order to study how the floor stiffnesses influence on the mega steel - frame structures, the results of mode 1 and mode 4 of example 1, and those of mode 2 and mode 3 of three examples are compared. some conclusions are obtained as follows : compared with beams and columns of the common steel - frame structures, the cross - sectional dimension of mega beams and mega columns in the main - frames of mega steel - frame structures are very large. because the mega structure system has great lateral stiffness and entirety work behavior, whether or not considering the floor stiffness has less influence on the entirety responses of the mega steel - frame structures and on the displacement and internal forces of columns of the mainframe, but larger influence on the response of columns of hypo - frame

    通過對算例1方案1和方案4及算例1 - 3方案2和方案3結構周期、位移和內力反應的比較，研究了樓板剛度對巨型鋼框架結構反應的影響，得到如下結論：與普通鋼框架的梁、柱相比，巨型鋼框架中主框架的巨型梁、巨型柱截面尺寸要大得多，並且由它們組成的這種超常規的大型結構具有巨大的抗側剛度和整體工作性能，因此，在地震作用下，考慮樓板剛度與否對巨型鋼框架結構整體反應影響不大，對主框架柱位移和內力反應影響也不大，但對次框架位移和內力反應的影響相對較大。
  3. This algorithm uses the profiles collected from a number of angles to compute the x - ray attenuation coefficient of a cross section inside the body, then reconstruct the image of the cross section

    該演算法利用從各方向測量出來的投影值求出物體內部受檢斷面各點的x射線衰減系數，從而重建出整個人體橫截面的圖像。
  4. Tenants purchase scheme should also be shelved since it takes away the first rung of ladder and seriously hamper the flow of second hand market by discouraging public housing tenants to move into private housing, in turn freezing the upgrading activities in the private housing ladder

    終止轉租為買計劃，因其阻礙公屋住戶流向私人市場，截斷了購買力的基礎，嚴重影響二手市場的發展，最終凍結了整體私人住屋購買架構的運作。
  5. It is why that i conduct the research. there are mainly five methods in the paper. ( l ) the dialectic materialism method : emphasize on variety and contact ; ( 2 ) the method of analyzing experience and demonstration : sum up experience by collecting, classifying, settling, concluding, and analyzing the statistical data. then find out general rules about alteration of investment structure ; ( 3 ) comparison and analysis method : find out the key reasons for the formation and alteration of investment structure by spatio - temporal comparison ; ( 4 ) systemic analysis method : regard investment as a whole organism and study its internal relationship and alteration. ( 5 ) static and dynamic method

    本文的主要研究方法有五種：一是辨證唯物主義的方法，強調運動、變化和聯系；二是經驗實證分析方法，通過對大量統計資料的收集、分類、整理、歸納、分析，做出經驗總結，找出投資結構變動的一般規律;三是比較分析法，通過橫向（空間）和縱向（時間）比較，找到影響投資結構形成和變化的關鍵因素;四是系統分析方法，把投資結構作為一個由很多子系統構成的有機整體，研究其內部的聯系和變化;五是靜態分析和動態分析方法靜態分析是從某一時點考察投資結構變動的橫截面的狀態，這種方法通常用於產業關聯分析;動態分析則更強調考察投資結構的形成和演進的趨勢。
  6. In these paper we use the following rule to determine the width - to - thickness ratio : if the local buckling has visible effect on the overall buckling capacity, then this width - to thickness ratio should not be exceeded based on the resul ts obtained, we proposed a new formula for the limitation of the ratio of h / tw of the t - section columns " webs

    根據局部失穩對整體失穩不應該有顯著影響的原則，最後得到t形截面壓桿腹板的寬厚比限值計算公式。本文對規范修訂和工程應用有一定的參考作用。
  7. But on the issue of history, the approaches that they have taken are poles apart

    但盡管如此，由於兩國對歷史問題採取截然不同的態度，人們對它們的整體看法也就受到很大影響。
  8. The class acquisition of expression mode semantics, projection relationship semantics and dimension constraint semantics, and integration acquisition technology of tangency combined relationship, interpenetrate combined relationship and intersected combined relationship are emphatically introduced, which lay the foundation for further primitive recognition

    重點介紹了表達方式語義、投影關系語義和尺寸約束語義的分類獲取技術，以及相切組合關系、相貫組合關系、截交組合關系語義的整合獲取技術，為后續基元體信息的識別、理解和獲取奠定基礎。
  9. The paper analyses the characteristic of the self - vibration, the influence on the whole structure stiffness and the vibration shapes from the variation of the floor - slab section, the variation of the primary structure section, the variation of the secondary structure section, the variation of the shear wall section, explaining the method of the sub - structure ( which is the super - element method ), which is effective

    本文通過多種計算模式對雙塔結構的自振特性做了研究，分析了主、次框架截面、樓板截面和剪力墻截面變化后對結構整體剛度的影響，同時說明了子結構（即超單元）方法對求解此類結構的有效性。
  10. Based on the simulating results of simply - supported box girders ( 39. 1m ) and continuous box girders ( 2 x 40m ), the paper emphatically analyzes the full mechanical characteristics of psbget and the bend failure states of the right section. the influence of different areas and eccentricities of external tendons on ultimate bearing capacity and ductility is studied in detail. the differences of ultimate bearing capacity and the mechanical characteristics between the se

    Lin簡支箱梁和2x40m連續箱梁為例，本文較全面地分析了預制節段拼裝體外預應力混凝土箱梁全過程受力特性和正截面彎曲破壞形態；研究了不同預應力配筋面積和預應力筋重心高度對預制節段拼裝體外預應力簡支梁極限承載力和延性的影響，以及體外預應力節段簡支梁與體外預應力、體內有粘結預應力整體簡支梁極限承載力和受力特性的差異。
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