comparison column 中文意思是什麼

comparison column 解釋
參比性
  • comparison : n. 1. 比較，對照；類似。2. 【語法】比較法；【修辭學】比喻。
  • column : n 1 【建築】圓柱；圓柱狀物〈如煙柱〉。2 【軍事】縱隊 （opp line）; 隊；（艦隊的）縱陣，縱列，艦列...
  1. Is the collation of the column that is made up of a microsoft windows locale and a comparison style, a windows locale and the binary notation, or a microsoft sql server 2005 collation

    由microsoft windows區域設置和比較樣式、 windows區域設置和二進製表示法或microsoft sql server 2005排序規則組成的列的排序規則。
  2. In a transparent plexiglas column with inner diameter of 600mm, the comparison of downcomer capacities between ctst tray and fl valve tray were studied with the air - water and foaming systems

    在600mm的透明有機玻璃塔中，採用空氣?水和易發泡物系，對兩種塔板的降液管操作能力進行了比較研究。
  3. The powder was then applied to a silica gel column chromatography charged with 80 % acetone in water and eluted with the same solvent. after concentrating and drying, relatively pure fr - 008 was obtained. hplc assay a comparison between antibiotic fr - 008 and candicidin has been made by studying the hplc separation profiles of antibiotic fr - 008, candicidin and a mixture of both

    對鏈黴菌fr - 008和灰色鏈黴菌imru3570的rflp分析發現，它們的染色體具有很高同源性； pfge的比較研究發現，這兩個菌株的明顯區別是鏈黴菌fr - 008攜帶有兩個線性質粒，而在灰色鏈黴菌imru3570中則沒有這兩個線性質粒。
  4. Then an thorough computer modeling using finite element program with material, geometry and state triple - nonlinear taken into account is carried out on a series of influencing factors, such as comparison with npn - beam splice connection, comparison of varies designed theories, and the varying of fraction coefficient, diameter, grade, pretension and arrangement of bolts, thickness of web and flanges of beam and column, splicing location, axial loading on column, etc. lots of useful conclusions are drawn form computer modelling. finally, design and construction suggestions are given out. this study fills the black in the field of steel beam - to - column connection with cantilever beam high - strength bolted - splicing at both home and abroad

    然後，本文在考慮材料、幾何和狀態三重非線性的基礎上，對該連接形式進行了全面的計算機模擬，主要考慮了帶懸臂梁段全螺栓拼接的樑柱連接節點與無拼接的樑柱連接及翼緣對接焊接腹板拼接的連接節點的對比，各種設計方法之間的對比，以及翼緣拼接和腹板拼接的螺栓間距、直徑和數量，拼接點與梁端之間的距離，梁和柱的翼緣、腹板厚度，柱的軸力，接觸面的摩擦系數，翼緣和腹板拼接板的厚度等因素的影響。
  5. Analysis the force on the falsework by comparison to three calculation methods, referring the designing standard steel tube scaffold of buckling element, lattice column of steel frame and the computer program of sap2000. the result provides strong guidance for practicing it

    基於扣件式鋼管腳手架設計規范、鋼框架格構柱及sap2000程序等三種方法對胎架結構受力進行分析、比較，其結果對工程實踐有重要的指導作用。
  6. Making use of the former theory, the shear mechanism of the high - strength concrete column confined with the high - strength continue compound spiral hoop is analyzed taking account of the restriction that high - strength continue compound spiral hoops put on the high - strength concrete. and the theoretical formula of the column ' s shear resistance is put forward, and at the same time the statistical formula is also advanced based on the comparison with the value of test

    具體分析了一般樑柱構件的抗剪機理，提出了其理論的和實用的抗剪公式；利用前述理論，結合高強連續復合螺旋箍筋對高強混凝土的約束性能，分析了高強混凝土高強連續復合螺旋箍筋柱的抗剪機理，提出了其理論的抗剪公式，並結合試驗數據比較分析地提出了其統計公式。
  7. According to the demand of 《 code for seismic design of building 》 ( gb50011 - 2001 ), furthermore, based on the experimental study of two 1 / 15 reduced - scale shear wall models under low frequency cyclic and reversed lateral loads, the interacting behavior of the r. c frame column and the shear wall is studied, the failure mechanism and energy dissipation mechanism of moderate and tall shear wall with r. c frame column are compared, the seismic behavior is evaluated by the comparison of strength, stiffness, ductility, restoring force characteristics as well as energy consumption ability. it was showed by the experimental results that the earthquake resistant energy dissipation ability of the shear wall with frame column is satisfactory

    因此，為了探討這類剪力墻結構的抗震性能，本文以我國現行《建築抗震設計規范》 （ gb50011 - 2001 ）的要求為基礎，通過1 15的縮尺比，將一縱向框架一剪力墻原型結構中的剪力墻結構模擬為一個試驗模型並對其進行了偽靜力加載試驗，研究了墻板與邊框柱的共同工作性能，分析了帶邊框柱中高剪力墻的受力特點、破壞及耗能機理，並從承載力、剛度、變形、延性及恢復力特性等方面綜合評價了其抗震性能，得出了一些有益的設計理念和方法。
  8. A construction column table of special shaped section is obtained in the paper. the program proved to be reliable and convenient and computing results to be exact in comparison with examples

    其中后處理部分針對異形截面柱設計的柱表施工圖對于矩形截面柱也同樣適用。
  9. This paper conducts a study of the influence of core concrete performance upon the stability factor of axially compressed medium long concrete - filled steel tube column on the basis of comparison of the axial compression test results of long column made up of common concrete filled steel tube and medium long column made up of lightweight aggregate concrete - filled steel tube, and in accordance with analysis of the constitutive relation curves between both the common and lightweight aggregate concrete

    摘要通過對鋼管普通混凝土長柱和鋼管輕集料混凝土中長柱的軸壓試驗結果的比較，結合對普通混凝土和輕集料混凝土的本構關系曲線的分析，研究了核心混凝土性能對鋼管混凝土軸壓中長柱穩定系數的影響。
  10. The finite volume method and the star - cd software are used to compute the fluid flow process and mass transfer process of one tray and for the first time of the whole distillation column ( 10 trays ) under the total reflux. the computed results are as follows : 1. since the previous research did not show the comparison between the computational results and the measured values of 3d fluid field on a distillation tray, attention is paid to present work in this paper

    本文採用有限體積法及計算流體力學軟體「 star - cd 」對單塊板以及首次對全迴流下的全塔（十塊板）流體流動、傳質過程進行了計算，計算結果如下： 1 .泡沫工況下單塊板的流場計算值與solari及bell （ 77 （的實測值吻合較好。
  11. 2 comparison of calculation methods for bearing capacity of cfstc under eccentrically loading concrete filled steel tubular columns are the keys to solve the problem of " stout column " in tall building. there is not much research about characteristics of concrete filled steel tubular in tall building in our national and abroad

    二對鋼管混凝土柱偏心受壓承載力的計算方法的分析研究鋼管混凝土柱是解決高層建築中「胖柱」問題的關鍵，但有關鋼管混凝土高層建築工作特性問題，目前國內外的研究並不多。
  12. The design of special - shaped column and short - leg shear wall structure is comparatively complicated. the research of seismic property is not mature. meanwhile, comparison and analysis of the economical indexes of the above three structure are not enough, which gives a bad influence on people ' s cognition of the seismic and economical property of residence structure and is not good to people ' s hold of the application of residence

    異形柱及短肢剪力墻結構的設計比較復雜，抗震性能研究不夠成熟，同時有關三種結構的經濟指標比較分析不多，影響了人們對住宅結構體系抗震及經濟綜合性能的認識，不利於業主和設計人員對住宅結構體系應用范圍的把握。
  13. The comparison rules used for the column or parameter as a

    用於列或參數的比較規則。
  14. Gets the comparison rules used for the column or parameter

    獲取用於列或參數的比較規則。
  15. As numerical examples, a slender composite column of rectangular cross section with embedded h - shape structural steel is first considered. the complete load - deflection curve is obtained and compared with the corresponding experimental results. the comparison demonstrates the validity and accuracy of the proposed method

    應用編制的計算程序，首先對一配有工字型鋼的矩形截面長柱進行了計算分析，獲得了長柱的荷載-撓度全過程曲線，並與試驗結果作了比較，驗證了計算程序的正確性和有效性。
  16. These comparison options are set at the column level

    這些比較選項在列級設置。
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