矩形角尺 的英文怎麼說

中文拼音 [xíngjiǎochǐ]
矩形角尺 英文
block square
  • : 名詞1. (畫直角或正方形、矩形用的曲尺) carpenter's square; square2. (法度; 規則) rules; regulations 3. [物理學] moment
  • : 角Ⅰ名詞1 (牛、羊、 鹿等頭上長出的堅硬的東西) horn 2 (古時軍中吹的樂器) bugle; horn 3 (形狀像...
  • : 尺名詞[音樂] (中國民族音樂音階上的一級 樂譜上用做記音符號 參看「工尺」) a note of the scale in ...
  1. The diffraction efficiency changing with grating parameters, especially for the situation that gaussian beams diffracted by finite grating, is numerically studied. 3

    對單色平面波和有限寸高斯光束入射光柵時的衍射效率與光柵柵距、槽深、開口比和入射等參數的關系進行了模擬計算。
  2. Thus, the conclusion is drawn : when the diffusion coefficient of cf is invariable and the diffusion time is under a certain range, the beginning corrosion time of the steel in the corner of the rectangular section is independent of the size of rectangular section ; ( 4 ) through the numerical value calculation of rectangular section, the law is found of the influence on modifying coefficient of rectangular section of the thickness of protection layer of concrete and diameter of the steel and the thickness of cf on the surface of concrete, based on which practical calculating method of beginning corrosion time of the steel in the corner of rectangular section is set up

    從而得到結論:在氯離子擴散系數一定的情況下,在一定時間范圍內,截面邊區域鋼筋的初始銹蝕時間不依賴于截面的截面寸; ( 4 )通過截面邊區域鋼筋初始銹蝕時間的計算,分析了保護層厚度、鋼筋直徑、混凝土表面氯離子濃度對修正系數的影響,並在此基礎上建立了氯離子侵蝕下截面邊區域鋼筋初始銹蝕時間的實用計算方法。
  3. Preferred metric sizes for round, square, rectangle and hexagon metal products

    ,方和六金屬製品的最佳米制
  4. Preferred metric sizes for flat, round, square, rectangle, and hexagon metal products

    平板圓和六金屬製品的最佳米制
  5. As one part of the work, the induced current on perfect conductor surface is computed with mom method and graphed by origin. the factors, such as choice of basis function and sliced mounts of one cell, which affect solution accuracy are summarized. all of these provide a good basis for the latter computation of array scattering field

    其中第一部分工作從電場積分方程出發,利用量法計算了理想導體貼片上的感應電流,進而得到平面陣列和曲面陣列的散射場,研究了陣列單元寸、排布式和入射波的度,以及曲面陣列的陣面狀等因素對陣列散射場的影響規律。
  6. The computations are shown to agree well with available experimental and numerical data and the physics of 3d large - scale flow separations and vortex shedding are confirmed. the simulation of the flow around a maneuvering wigley hull is a demonstration of capability for calculations of sway forces and yaw moments acting on a hull moving obliquely at a large range of yaw angles. the focus of study is large - scale cross - section separation flows, bilge - vortex development along the hull in the longitudinal direction and their effects on hydrodynamic forces

    應用所開發的求解器,以wigley船型為算例計算了大度斜航船體粘性流場和水動力,分析了漂的變化對船體所受到的粘性水動力的影響,相當精確地預報了以橫流分離和般渦生成與泄出為特徵的操縱運動船體特有流動態及橫向水動力和轉脂力,經與現有試驗和計算數據比較,檢驗和驗證了該求解器精確模擬繞斜航運動船體的大度分離流動和計算非線性水動力的能力。
  7. Firstly a microstrip - fed microstrip patch antenna has been emulated and validated. on the base of this, the multi - band property of sierpinski equilateral triangle and squareness microstrip fractal patch antennas are carefully studied, and the effect of antenna ' s property by the permittivity, the size of patch, the order of the fractal and the decrease of fractal patches is depicted ; secondly on the base of analysis and comparison of performance of microstrip - fed semicircle and rectangle double - band microstrip patch antennas, warranty of dimension curtailment is offered ; finally expansion of band of those antennas above is discussed

    在此基礎上,著重分析了微帶線耦合饋電的sierpinski等邊三微帶分貼片天線以及sierpinski方微帶分貼片天線的多頻特性,給出了介質參數、貼片寸、分的階數以及減少分貼片數對微帶線耦合饋電的sierpinki等邊三和sierpinski方微帶分貼片天線特性的影響;其次基於微帶線耦合饋電的半圓雙頻微帶貼片天線和雙頻微帶貼片天線的性能分析和比較,提供了寸縮減的依據;最後對以上天線的頻帶擴展進行了探論。
  8. On the basis of analysis previous experiment data, it is conclusion that allowable value of drift angle of elastic and elastic - plastic is 1 / 550 and 1 / 75 respectively, which is applicable to r. c. frame structure with special - shaped column is given out. the conclusion explains that the deformabiliry of r. c. frame structure with special - shaped column lies between rectangle column frame structure and shear wall structure. the calculating formula of allowable value of axial load ratio of special - shaped column is derived, it is compared with that of equaling areas rectangle column

    根據對前人試驗數據的統計分析,給出了適用於異柱框架結構的彈性和彈塑性層間位移限值分別為1 550和1 75 ;指出了異柱框架結構的層間變能力介於普通柱框架結構和剪力墻結構之間;以t柱為例,推導了異柱軸壓比限值的計算公式,通過與等面積柱的對比分析,認為異柱的軸壓比限值與其截面寸的比例關系有關;當腹板受壓或翼緣受壓時, t柱軸壓比限值存在較大差異;不同的荷載作用,軸壓比限值變化較大;柱的軸壓比限值要大於異柱的軸壓比限值。
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