末端鈍度效應的英文怎麼說

中文拼音 [duāndùnxiàoyīng]
末端鈍度效應英文
tip-bluntness effect

  • : Ⅰ名詞1 (東西的梢;盡頭) tip; terminal; end 2 (非根本、非重要的事物) nonessentials; minor detai...
  • : Ⅰ名詞1 (東西的頭) end; extremity 2 (事情的開頭) beginning 3 (門類; 方面) item; point 4 (原...
  • : 形容詞1. (不鋒利) blunt; dull 2. (笨拙;不靈活) stupid; dull-witted
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • : Ⅰ名詞(效果; 功用) effect; efficiency; result Ⅱ動詞1 (仿效) imitate; follow the example of 2 ...
  • : 應動詞1 (回答) answer; respond to; echo 2 (滿足要求) comply with; grant 3 (順應; 適應) suit...
  • 末端: end; terminus; terminatio; terminal; tail end; extremity末端棒 terminal bar; 末端朝上 endways
  • 效應: [物理學] effect; action; influence

※中文詞彙末端鈍度效應在字典百科國語字典中的解釋。

  1. Comparing with the same category overseas jointless bridges, the new type bridge has more reasonable structure, more simple and convenient construction, and better use effect etc. the main work in this paper is described as follows : ( 1 ) this paper introduces phylogeny and reseach survey of the joints bridge inland and abroad, and a new jointless bridge structure ? new type semi - integral abutment bridge is based on these, which characteristic of own structure and setting of primary component are expatiated. ( 2 ) this paper analyses influence of temperature effect, creep, shrinkage and circumambient soil of run - on slab on the new type structure, and analyses the forcing performance of beam, abutment and run - on slab of the new type semi - integral abutment bridge, and constrast to the same category joints bridges

    本文主要做了以下工作: ( 1 )介紹了無縫橋梁在國內外的發展歷史、研究概況,並在此基礎上提出了一種新的無縫橋梁結構形式-新型半整體式無縫橋梁,闡述了它特有的結構形式以及主要構件的設置; ( 2 )分析了溫、徐變和收縮以及搭板周圍土體對這種新型結構的影響,對新型半整體式無縫橋主梁、橋臺以及搭板進行了受力性能分析,並和同類無縫橋梁進行了對比分析。
  2. Differential temperature effects also were observed after measurement of tillering in infested and non-infested genotypes.

    通過調查被害和未被害基因型的分蘗情況,也可以看到不同的溫
  3. Size effect on the dynamic characteristic of a micro beam based on cosserat theory

    理論的微梁振動特性的尺
  4. Since the temperature difference was most important parameters in thermal effects calculation, a combined temperature difference method considered year temperature difference and day temperature difference was put forward. with the combined temperature difference obtained from field tests, a lot of calculations have been done by finite element method ( fem ), considering of different structural measures. the law of displacement and stress in cshbb was presented and a relative displacement formula was deduced

    在介紹小砌塊建築的溫作用分析方法的基礎上對溫作用計算中最重要的參數? ?溫差取值進行了探討,提出了同時考慮年溫差和日溫差影響的組合溫差取值方法;根據各種不同的組合溫差取值方法,結合現場實測數據給出了試點建築的組合溫差取值,並考慮了不同構造措施的影響,對試點建築進行了有限元的溫計算;給出了小砌塊建築的位移變化規律和力變化規律以及層間相對位移的計算表達式。
  5. The contents include : based on the previous research and the data of experimentations, the author researches and develops a kind of satisfactory semi - empirical formula of nonlinear temperature distribution, and calculates the temperature stress of rigid - framed arch bridge by the fem. the temperature effects of bridge structure by annual and sunlight temperature difference are discussed, it indicates that the temperature effect of annual temperature difference is small but the temperature effect of sunlight temperature difference is great and the temperature stress along beam depth resulted from sunlight temperature difference is nonlinear. with the comparison between the temperature effects of different position of bridge, the results show that where the section of bridge is small, the temperature stress of it is large

    本文主要包括以下內容:從理論上研究並結合實測資料發展了一種比較理想的半經驗溫場非線性分佈公式,並將有限元方法用於剛架拱橋結構溫力的計算中,對橋梁結構進行整體溫力分析;討論了年溫差和日照溫差引起的橋梁結構的溫,表明年溫差引起的溫較小,而日照溫差引起的溫力較大且沿梁高呈非線性分佈;分析比較了橋梁結構各個部位的溫的大小,可知截面越小溫力越大,受力越不利;並對箱梁結構由於構造不同引起的縱向與橫向的溫大小進行了探討,發現在頂板下緣也會出現相當大的溫力,並且梗腋的存在反而增加了頂板底部的溫力;還對幾種相近的剛構式橋型的溫進行了分析對比,總結了這些橋型針對溫的優劣,並提出相的針對性措施。
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