高寬比 的英文怎麼說

中文拼音 [gāokuānbǐ]
高寬比 英文
aspectratio
  • 高 : Ⅰ形容詞1 （從下向上距離大; 離地面遠） tall; high 2 （在一般標準或平均程度之上; 等級在上的） above...
  • 比 : Ⅰ動詞1 （比較; 較量高下、 長短、距離、好壞等） compare; compete; contrast; match; emulate 2 （比...
  1. Real beds with internals and with aspect ratios not much larger than unity should satisfy these requirements rather well.

    具有內部構件的真實床層，其高寬比1不太大於1時，應該可以相當好地滿足這些要求。
  2. Gets the maximum texture aspect ratio supported by the hardware

    獲取硬體支持的最大紋理高寬比。
  3. This method is often used to change the aspect ratio of a video stream

    此方法通常用於更改視頻流的高寬比。
  4. From the aspect of the coupling action of geological and engineering conditions, this paper analyzes their influences on high slope stability. the result shows that constructional surface, lithology, slope angle and height are the most influential factors. provided that a slope angle in a stepped slope is constant, the slope stability is very sensitive to the height / width ratios of steps, and the best design for the slope is to make the height of each step no more than one - third of the total height and the height / width ratio between 1 : 0. 2 - 0. 3

    從地質與工程耦合作用出發，分析了地質因素和工程條件對高邊坡穩定性的影響，指出結構面、巖性以及坡角和坡高是邊坡穩定性的重要影響因素，在邊坡角一定的前提下臺階狀邊坡的臺階高寬比對邊坡穩定性影響山十分明顯，一般以每級臺階的高度不超過總坡高的1 / 3 ，高寬比在1 ： 0 . 2 0 . 3之間為最佳設計。
  5. 3. the parameters of steel frame with infill which affect the lateral, resistant ability, such as panel ratio, frame - to - panel connectors, frame - to - panel interface friction, gap between panel and frame and mortar joint bond and friction were discussed. it is emphasized that the reduced location, shape and dimension is very important for the function of dog - bone reduced beam flange and must be paid more attention

    對填充墻高寬比、填充墻與鋼框架抗剪連接件、內填充墻與框架梁空隙、填充墻開洞和鋼框架與內填充墻界面摩擦等影響填充墻鋼框架抗側力性能的因素進行了討論，並指出設計中考慮這些影響因素對于達到預期的設計目的是至關重要的，必須予以重視。
  6. The geometric nonlinear effect should be taken into account in the calculating of steel frames, for its big proportion of height to breadth and small section

    由於鋼制框架的高寬比較大，柱截面較小，因此，這類結構應考慮其幾何非線性的p -效應計算。
  7. The characteristics of longitudinal and lateral frame columns are different from general frame columns, due to the high depth - to - width ratio of cross - sections and withstanding large vertical loads. the axial compressive ratio is a very important factor in columns design

    縱、橫向框架柱具有與一般框架柱不同的特點，如柱截面高寬比較大，且承受很大的豎向荷載，其軸壓比設計問題是柱設計的一個非常重要的因素。
  8. Both static and cyclic load tests are conducted for a same size specimen. the purpose is to find the effect on shear strength from different height - width ratio, and to get the shear resistance limit by static and cyclic loading. according to test results, the improvement suggestions for the wall details and design are presented in this paper

    同樣尺寸的二個試件分別在頂端進行水平單調加載和水平方向低周往復加載抗剪試驗一次，試驗目的是測試墻體的不同高寬比對抗剪強度的影響以及墻體在單調加載及低周反復加載兩種情況下的抗剪強度pu並做出比較，從而對墻體構造及設計提出改進建議。
  9. According to the code for aseismatic design of building structure ( gbj11 - 89 ), the seismic base - shear method has always been used to calculate the seismic response of building structures. in those structures, their weights and rigidities equally distribute along their heights which do not exceed 40m, and their deformations are mostly the shearing type ( when the structures " ratio of height and width are smaller than 4 )

    我國《建築抗震設計規范》 （ gbj11 ? 89 ）中規定，對于重量和剛度沿高度分佈比較均勻、高度不超過40m ，並以剪切變形為主（房屋高寬比小於4時）的結構，可採用近似計演算法，即底部剪力法來計算其地震響應。
  10. However the experience about design of high arch - darn is not enough in deep valley, especial when the dam is located in the areas of intensive earthquake. therefore the study of three dimension earthquake response is great significant in reality and history to the hydroelectric construction

    然而，由於缺乏在河谷高寬比大的高拱壩設計經驗，特別是在高地震烈度區修建高拱壩，因此，本項目的研究分析具有十分重要的現實意義。
  11. High - rise structure is a kind of structures whose height - to - width ratio is quite large with comparatively flexible bending stiffness

    高聳結構是一種高寬比較大，結構抗彎剛度相對較柔的構築物。
  12. ( 2 ) analyzed the effect toward the principle of the equal dynamic function in respect of the design of the air vent of the sand collector, it indicates that the satisfaction toward the equal dynamic function easier to reach if the position of the air vent is on top of the sand collection meter or if the height of the sand entry of the sand collector is reduced instead of the flank of it

    （ 2 ）研究了集沙儀的排氣口位置和進沙口的高寬比對其等動力性的影響，結果表明排氣口布置在頂面和降低進沙口的高寬比使集沙儀在相等排氣口大小時的等動力性能夠更接近滿足。上述排氣口位置和進沙口高寬比對等動力性的影響為首次研究。
  13. Combined with test research and current code, the practical design methods of the tier structure of multi - rib panel are researched chiefly. basic principles in the process of structure conception design are achieved, practical computing formulas for rigidity and load - bearing of the structure of multi - rib panel are deduced, practical design methods and process for buildings in the structure are expatiated, and actual project is seismic calculated as an example in this paper

    提出結構概念設計應遵循的基本原則，包括結構體系的適用范圍，房屋層數及高寬比限值，建築平面及豎向布置要求；給出復合墻板的剛度及承載力實用計算公式，並與試驗值進行對比；闡述了多層密肋壁板結構房屋的實用設計方法及設計步驟，並將實際工程作為算例，進行了詳細抗震驗算。
  14. The maximum texture aspect ratio

    最大紋理高寬比。
  15. Control will adjust sizes whenever cell contents changed and will use an ideal cell height - to - width ratio when calculating new sizes

    控制項就將調整大小，並且在計算新大小時，該控制項將使用理想的單元格高寬比率。
  16. In this paper, 31 specimens of concrete filled rectangular steel tube ( cfrst ) are tested under cycle loading, the main parameters are axial ratio, section height to width ratio and steel strength

    考慮軸壓比、高寬比、混凝土強度等參數，進行了31根矩形鋼管混凝土壓彎構件滯回試驗。
  17. A lot of micro machining technologies are developed to fabricating memss. recently, lithograph of thick resist has been regarded as an effective and economical technology for manufacturing excellent high - aspect - ratio microstructures ( harms )

    近年來，作為製作優質大高寬比微結構的厚層抗蝕劑光刻術以其工藝簡單、製作成本低等優點受到國際上廣泛重視。
  18. So its suggested that the ratio of building height and building width for the staggered truss steel framing is better less than 5 in the region of seismic fortification intensity is 7 and less than 4 in the region of seismic fortification intensity is 8

    7 ）通過高寬比對鋼結構交錯析架體系的整體延性的影響分析，建議在7度及以下抗震設防地區，鋼結構交錯精架體系的高寬比宜小於5 ;在8度抗震設防地區，鋼結構交錯析架體系的高寬比宜小於4 。
  19. Besides, with stated heightand brendth ratio, acted on by horizontal and vertical load, the ultimate loads of wall failed in bending - shear is similar to one failed in shear. the walls crack form is indefinite. we ca n ' t define consolidate menthod only by the crack from

    另外，一定高寬比的磚墻在豎向與水平荷載聯合作用下，當彎剪破壞與剪切破壞的極限荷載比較接近時，其破壞形式具有不定性不能簡單地以裂縫形式確定加固方案。
  20. It was shown that when the soil pressure on the stepped rsrw was relatively small, its distribution form was zigzag, and would be affected evidently by unloading function of the step ; the potential fracture surface of the stepped rsrw was obviously different from the 0. 3h fracture surface proposed by the usual hypothesis, and would change with height - width ratio of the wall ; finally, its deformation characteristics were different from the vertical rsrw with single step

    測試表明：臺階式加筋土擋墻的墻後土壓力較小，呈鋸齒形分佈，明顯受臺階卸載的影響；潛在破裂面與0 . 3h破裂面假定有較大差異，並隨擋墻的高寬比變化而變化；變形特徵不同於單級直立式擋墻。
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