橋梁試驗風洞 的英文怎麼說

中文拼音 [qiáoliángshìyànfēngdòng]
橋梁試驗風洞 英文
wind tunnel for tests on bridges
  • : 名詞1. (橋梁) bridge 2. (姓氏) a surname
  • : 名詞1 (屋架中架在柱子上的長木) beam 2 (通常也指檁) purlin 3 (橋) bridge4 (物體中間條狀隆起...
  • : 名詞(古代占卜用的器具) astrolabe
  • : 動詞1. (察看; 查考) examine; check; test 2. (產生預期的效果) prove effective; produce the expected result
  • : Ⅰ名詞1 (空氣流動) wind 2 (風氣; 風俗) practice; atmosphere; custom 3 (景象) scene; view 4 ...
  • : Ⅰ名詞(物體上穿通的或凹入較深的部分; 窟窿; 洞穴) hole; cavity Ⅱ形容詞(深遠; 透徹) profound; thorough; clear
  • 橋梁 : bridge; approach
  • 試驗 : trial; experiment; test
  • 風洞 : [航空] wind tunnel; air tunnel; whirl tube; wind tunnel plant; flume
  1. But the investment for experiment is too large, and the experiment cycle is too long. this will restrict the research on the theory of wind effect on bridge

    然而的設備投資大,費用高,周期長,這在很大程度上限制了大跨振機理的研究。
  2. An efficient wind field simulation technique for wind - induced vibration analysis of long - span bridges is first introduced in this paper , and the statistic characteristics of the simulated wind field are then discussed on this basis , the time - domain expressions for the buffeting and self - excited forces acting on long - span bridges are further given a simple and practical method is presented for the non - linear parameter identification involved in the calculation of self - excited forces by using the above theory , the wind field and aerodynamic forces acting on the hong kong ting kau bridge are obtained the time - domain buffeting response analysis of the bridge shows that the analytic results agree quite well with the experimental ones this indicates that the theory presented in this paper has reached a practical level

    介紹了一種快速高效的用於大跨度致振動分析的場模擬方法,並對模擬場的統計性質進行了討論和證在此基礎上進一步給出了大跨度抖振力和自激力的時域表達方式,其中針對自激力計算中涉及的參數識別問題,提出了一種簡單實用的非線性參數識別方法本文採用上述理論,獲得了作用於香港汀九大上的場和氣動力,據此對大進行的抖振響應時域分析表明,計算結果與結果吻合良好,說明文中述及的這套理論已達到實用的階段
  3. Abstract : this paper introduces bridge section model tests in the wind tunnel. it presents static forces on bridge section models. the effects of bridge fences, isolation belts and different model lengths on static forces are studied. the static and dynamic stabilities of bridge are analyzed. the results show the effect of bridge fence, isolation belts and different model lengths on static forces should be considered in wind load design

    文摘:通過節段模型測量了力,研究了面護欄和隔離帶以及變模型長度對模型力的影響,並分析了的馳振穩定性和顫振穩定性.結果表明:設計方案以及應用結果時應考慮模型長度、面護欄及隔離帶的影響
  4. As the first successful experiment which has been conducted in china to test the unsteady aerodynamic forces in wind tunnel, the feasibility of the method is proved through numerous tests and abundant practice

    首次在國內成功實現了在中測節段模型顫振導數的強迫振動法,並通過大量的證了本測裝置的可靠性。
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