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    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/85597

    Title: 邊界層流場中矩柱群中間柱體風力係數變化之研究
    Other Titles: A Study on the Characteristics of Wind Force Coefficients of Middle Cylinder in Atmospheric Boundary Layer with Different Layout
    Authors: 陳若華;蔡明樹
    Contributors: 淡江大學土木工程學系
    Keywords: 矩柱群;建築配置;整體風力;尖峰因子;group of cylinders;building layout;total force;peak factor
    Date: 2001-12
    Issue Date: 2013-04-09 11:45:45 (UTC+8)
    Abstract: 本文利用大氣邊界層流場中不同配置方式的矩柱群其中間柱體的風力靜、教
    ﹒ 方式已括縱列矩柱群、I 型配置矩柱群、M 型配置矩柱群等三種,同時採用兩種
    ‘ 不同高寬比進行風洞實驗,以利相互比較。實驗結果顯示:縱列主巨柱群的自己置條
    件下,高寬比2 的建築群如其間距比介於1-2 之間,則易有負的曳力作用出現。
    兩瓦比4 的建築群則在問llé 比介於1-2 . 5 之間時,易有負的曳力作用出現。過邊
    A series of aerodynamic tests of rectangular section cylinderss in different
    layout were conducted to investigate the aerodynamic characteristics of middle
    cylinder. The type of layout used in this study includes tandem, I-type and M-typc
    of cylinders layout. The aspect ration of models is 0,6 and the height-to-width(H/D)
    ratio · were 2 and 4. The results show there are negative drag force for models in
    HID is 2 with spacing ration between I to 2, and also for models in HID is 4 with
    spacing ration between 1 to 2.5. And the influence comes from the near cylinders will reduce the total wind force and correlation of buildings. The peak factors do not change too much for different layout of cylinders.
    Relation: 中華民國力學學會90年度年會暨第25屆全國力學會議=Proceedings of 25 National Conference of Theoretical and Applied Mechanics,12頁
    Appears in Collections:[土木工程學系暨研究所] 會議論文

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