二維矩形柱所受之橫風向風力

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題名:	二維矩形柱所受之橫風向風力
其他題名:	Acrosswind Forces on Two Dimensional Rectangular Cylinders
作者:	鄭啟明;盧博堅;陳紹來
貢獻者:	淡江大學水資源及環境工程學系;淡江大學土木工程學系
關鍵詞:	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
上傳時間:	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
顯示於類別:	[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

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二維矩形柱所受之橫風向風力 _英文摘要.docx		15Kb	Microsoft Word	158	檢視/開啟

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