徑向撓度 的英文怎麼說

中文拼音 [jìngxiàngnáo]
徑向撓度 英文
radial deflection
  • : Ⅰ名詞1 (狹窄的道路; 小路) footpath; path; track 2 (達到目的的方法) way; means 3 (直徑的簡稱...
  • : 動詞1. (輕輕地抓) scratch 2. (擾亂;阻止) hinder 3. (彎曲,比喻屈服)yield;flinch:不屈不撓indomitable; unyielding
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  1. Words can obliterating rewrite wrong, wrong can tear up the paint - painting, only road of life is not wrong path, and so we must carefully treated in every step of life, but it is not so our life journey indecisive stop where we are and also is not to say that wrong step will also be losers beyond redemption, life, more importantly, the will and tenacity and the courage to admit their mistakes attitude found wrong on restructuring life orientation and the way forward, successful road 10 million, clause roads lead to rome, as long as we persevere, and we will never give up, will eventually open a new path, converge, won the final success and happiness

    字寫錯了可以擦掉重寫,畫畫錯了可以撕掉重畫,惟有人生之路,走錯了卻沒有歸途,所以我們要慎重的對待人生中的每一步,但這並不是讓我們在人生的旅途中瞻前顧后止步不前,也並不是說走錯了一步就會滿盤皆輸萬劫不復了,人生中更重要的是,百折不的意志和勇於認錯的態,發現走錯了就重新調整人生的坐標和前進的方,成功的道路千萬條,條條大路通羅馬,只要我們堅持不懈,永不放棄,終會另闢蹊,殊途同歸,贏得最後的成功和幸福。
  2. The mathematic model of the ultra - thin spherical mirror is to be treated as elastic thin shell. then the predigested model, i. e., bended beam, used in qualitative analysis was proposed, and its deflection and stress formulas under the freely supported condition were set up. based on an off - axis aspherical primary mirror, the relationship of aspherical surface error ( rms ) in tangential plane with bended beam ’ s radius r, position s of concentrated load p and geometry length l of arc was analyzed

    根據這一設想,本文建立了超薄鏡的數學模型?薄殼,並提出了強制力作用下超薄鏡的簡化模型?曲梁,推導了曲梁在簡支情況下受力變形的公式,並結合一個實例,計算出曲梁變形后與所需非球面的面形殘差( rms )在子午方與曲梁弧長l 、曲梁半r及集中力位置s的關系及滿足面形精的r和s范圍,分析了弧矢方的rms ,得出了同時滿足子午和弧矢方面形要求的l 、 r和p 。
  3. The specimens of rpc filled in steel tube slender columns were studied, and test results showed that the ultimate loading capacity and maximum displacement decreased as the slender ratio l0 / d increased, the relative loading when the lateral deflection increasing fast decreased as the l0 / d increased

    對鋼管活性粉末混凝土中長柱的實驗研究表明,中長柱試件的承載力和極限位移都隨著試件的計算長比l _ 0 d的增大而降低(或減小) ,側迅速增大時的相對荷載也隨著計算長比l _ 0 d的增大而降低。
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