English  |  正體中文  |  简体中文  |  全文笔数/总笔数 : 54907/89265 (62%)
造访人次 : 10599698      在线人数 : 18
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library & TKU Library IR team.
搜寻范围 查询小技巧:
  • 您可在西文检索词汇前后加上"双引号",以获取较精准的检索结果
  • 若欲以作者姓名搜寻,建议至进阶搜寻限定作者字段,可获得较完整数据
  • 进阶搜寻


    jsp.display-item.identifier=請使用永久網址來引用或連結此文件: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/36359


    题名: 二維矩形柱所受之橫風向風力
    其它题名: Acrosswind Forces on Two Dimensional Rectangular Cylinders
    作者: 鄭啟明;盧博堅;陳紹來
    贡献者: 淡江大學水資源及環境工程學系;淡江大學土木工程學系
    关键词: 邊界層;橫向風力;矩形柱;長寬比;升力;渦漩流失;Strouhal數;紊流;壓力係數;Boundary Layer;Acrosswind Force;Rectangular Cylinder;Depth-Width Ratio;Lift Force;Vortex Shedding;Strouhal Number;Turbulence;Pressure Coefficient
    日期: 1991-12-13
    上传时间: 2010-01-11 10:46:50 (UTC+8)
    摘要: 本文係以風洞實驗方法探討矩形柱在均勻 紊流場中所受橫風向風力作用之各項特性。實 驗以矩形柱之長寬比,及紊流強度及長度尺度為 參數,量測矩形柱所受之側面風壓 C/sub p/,橫風向 昇力係數C/sub 1/,史特赫數St和橫風向風力頻譜等 ,實驗結果顯示代表幾何形狀的長寬比為影響矩 形柱風向風力的最主要參數。當長寬比接近0.6 時昇力係數會達到一極大值。長寬比愈大則渦 散現象將因分離剪力層流的再附著現象而產生 渦散頻率降低及渦散強度減弱的現象。
    The fluctuating wind loads acting on high rise structures in atmospheric boundary layer is a complex aerodynamic phenomenon. There exists no credible analytical model which can predict wind loads accurately. This research project studied the acrosswind forces on rectangular cylinders in smooth and homogeneous turbulent flows through wind tunnel studies. Depth-width ratio of cylinders and turbulence features were chosen to be the controlled parameters. Pressure coefficient, lift coefficient, Strouhal number and power spectral density of acrosswind forces were measured. The results indicate that the depth-width ratio is the dominant factor in terms of vortex shedding process and the corresponding acrosswind forces. The lift force reaches maximum when depth-width ratio is about 0 .6. For large depth-width ratio the vortex shedding process will be damped significantly due to surface reattachment mechanism.
    關聯: 中華民國力學學會第十五屆全國力學會議論文集(一)=Proceedings of the 15th National Conference on Theoretical and Applied Mechanics (I),頁137-144
    显示于类别:[土木工程學系暨研究所] 會議論文
    [水資源及環境工程學系暨研究所] 會議論文

    文件中的档案:

    档案 描述 大小格式浏览次数
    二維矩形柱所受之橫風向風力 _中文摘要.docx摘要15KbMicrosoft Word151检视/开启
    二維矩形柱所受之橫風向風力 _英文摘要.docx15KbMicrosoft Word120检视/开启

    在機構典藏中所有的数据项都受到原著作权保护.

    TAIR相关文章

    DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library & TKU Library IR teams. Copyright ©   - 回馈