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首页> 外文期刊>The structural design of tall buildings >ACROSS-WIND DYNAMIC RESPONSE OF HIGH-RISE BUILDING UNDER WIND ACTION WITH INTERFERENCE EFFECTS FROM ONE AND TWO TALL BUILDINGS
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ACROSS-WIND DYNAMIC RESPONSE OF HIGH-RISE BUILDING UNDER WIND ACTION WITH INTERFERENCE EFFECTS FROM ONE AND TWO TALL BUILDINGS

机译:高层建筑在风作用下的横风动力响应来自一栋和两栋高层建筑的干扰

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摘要

Systematic studies on the across-wind dynamic interference effects on two and three tall buildings are presented in this paper. It is found that surrounding and upstream interfering building(s) can significantly affect the across-wind load on the interfered principal building. Generally speaking, two interfering buildings can cause more adverse dynamic effects on the principal building than a single one does. The results show that the maximum interference factor (IF) among three buildings increases 80% over that between two buildings in terrain category B which has been defined in Chinese load code for design of building structures; a noticeable difference of 29% of IF is also observed in terrain category D. Vortex shedding from the upstream buildings can lead to vortex-induced resonance, resulting in excessive across-wind loads on the downstream building. Although interference effects in terrain category D are much smaller than those in exposure category B, the maximum IF is found to be 1 -83 in the case of three buildings with the same size in terrain category D and 2·7 in other configurations.
机译:本文对两,三座高层建筑的风向动态干扰效应进行了系统研究。已经发现,周围和上游干扰建筑物可以显着影响被干扰主体建筑物上的侧风负荷。一般而言,两栋干扰建筑物对主体建筑物的不利动态影响比一栋建筑物造成的不利影响更大。结果表明,三类建筑物之间的最大干扰因子(IF)比地形类别为B的两栋建筑物之间的干扰因子增加了80%。在D类地形中也观察到了IF的29%的显着差异。上游建筑物的涡流脱落会导致涡流引起的共振,从而导致下游建筑物的侧风载荷过大。尽管D类地形的干扰影响远小于B类暴露,但在三类建筑物中D类地形相同且其他配置为2·7的情况下,最大IF被发现为1 -83。

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  • 来源
    《The structural design of tall buildings》 |2009年第1期|37-57|共21页
  • 作者

    Z. N. XIE; M. GU;

  • 作者单位

    State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, People's Republic of China Department of Civil Engineering, Shantou University, Shantou, People's Republic of China;

    State Key Laboratory for Disaster Reduction in Civil Engineering, Tonji University, Shanghai 200092, People's Republic of China;

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