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    題名: 振態耦合對高層建築風力動態反應之影響
    其他題名: The Effects of Mode Coupling on Fluctuating Responses of Buildings Due to Wind Loads
    作者: 陳若華;鄭啟明;Chen, Rou-Hwa;Cheng, Chii-Ming
    貢獻者: 淡江大學土木工程學系
    關鍵詞: 扭轉耦合;風力作用;動態位移反應;高層建築
    日期: 1994-11
    上傳時間: 2010-01-11 10:35:09 (UTC+8)
    出版者: 臺北市:中華民國結構工程學會
    摘要: 本文以高寬比4之正方斷面高層建築物模型探討扭轉向與水平向模態耦合對動態反
    應之影響;計算中使用之順風向、橫風向及扭轉向風力頻譜來自風洞中力平橫儀模型
    實驗。計算結果顯示水平向自然頻率與扭轉向自然頻率之比值扮演著重要的角色,當
    頻率相差超過30%後扭轉耦合現象即不明顯。而在頻率比為1. 0且具3~10% 的偏心距
    時,橫風向位移反應放大50% '順風向反應更達三倍之多。
    I .Graduate student. Institute of Water Resource and Environmental Engineering, Tamkang Universit)'. Taipei
    Hsi, Taiwan, R.O.C.
    2.Professor, Department of Ci\·i\ Engineering. Tamkang University, Taipei Hsi, Taiwan, R.O.c.
    The dynamic response due to wind loads of a square shaped high-rise building with aspect
    ratio of four were studied to determined the coupling effects of torsional and lateral motions.
    The alongwind, acrosswind and torsional wind loads were taken simultaneously in a wind
    tunnel high frequency force balance measurement. Results indicate that the ratio between
    torsional and lateral natural frequencies of the building played an important role: frequency
    difference excess of 30% could suppress the coupling effect efficiently. However, for the case
    of frequency ratio equal to one, three to ten percentage of eccentricity in eitherfboth axes,
    would cause an increase of acrosswind response by nearly 50%, and more then triple the
    alongwind response.
    關聯: 中華民國第二屆結構工程研討會暨國科會工程處結構工程專題研究成果研討會論文集(二)=Proceedings of the second National Conference on Structural Engineering,頁505-514
    顯示於類別:[土木工程學系暨研究所] 會議論文

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