上海环球金融中心顶部台风“灿鸿”风速实测
CSTR:
作者:
作者单位:

同济大学土木工程防灾国家重点实验室,同济大学土木工程防灾国家重点实验室

中图分类号:

TU317.2;TU312.1

基金项目:

国家自然科学基金重大研究计划(90715040,91215302)及土木工程防灾国家重点实验室课题(SLDRCE15-A-04)


Field Measurement of Wind Characteristics of Typhoon Chanhom on Shanghai World Financial Center
Author:
  • 摘要
  • | |
  • 访问统计
  • |
  • 参考文献 [10]
  • |
  • 相似文献 [20]
  • | | |
  • 文章评论
    摘要:

    基于上海环球金融中心顶部(494 m)采集到的台风“灿鸿”风速数据,对平均风速、湍流强度、阵风因子和峰值因子进行了分析.用广义风速谱拟合的方法计算湍流积分尺度,运用拟合参数将风速谱与Von Karman谱进行对比.研究结果表明:10 min最大平均风速与1 h平均风速,3 s最大平均风速与10 min平均风速均有较好的线性关系;顺风向和横风向阵风因子与湍流强度之间都满足线性关系;顺风向和横风向湍流积分尺度随10 min平均风速的增加而增加;本次实测得到的风速谱与Von Karman谱有一定差距.

    Abstract:

    Based on the measured data of typhoon Chanhom recorded atop Shanghai World Financial Center (494 m), the wind characteristics, such as mean wind speed, turbulence intensities, gust factors, and peak factors were analyzed. Turbulence integral scales were calculated by fitting a general spectral form to the measured wind velocity data. Wind speed spectra were compared with Von Karman spectra by using fitting parameters. It is shown that the correlation between the maximum 10 min mean wind speeds within 1 hr and the 1 hr mean wind speed, as well as that between the maximum 3 s mean wind speeds within 10 min and the 10 min mean wind speeds, both have a good linear relationship; the longitudinal and lateral gust factors are both linear with the turbulence intensities; the longitudinal and lateral turbulence integral scales increase as the mean wind speeds increase; and there exist some differences between the measured wind speed spectra and the Von Karman spectra.

    参考文献
    [1] Andersen O J, L?vseth J. The Fr?ya database and maritime boundary layer wind description[J]. Marine Structures, 2006, 19(2): 173-192.
    [2] 顾明, 匡军, 全涌, 等. 上海环球金融中心大楼顶部风速实测数据分析[J]. 振动与冲击, 2009, 28(12): 114-118.Gu Ming, Kuang Jun, Quan Yong, et al. Field Measurement of Wind Characteristics atop the Shanghai World Financial Center[J]. Journal of Vibration and Shock, 2009, 28(12): 114-8
    [3] Li Q S, Xiao Y Q, Fu J Y, et al. Full-scale measurements of wind effects on the Jin Mao building[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2007, 95(6): 445-466.
    [4] Y. An, Y. Quan, and M. Gu, “Field Measurement of Wind Characteristics of Typhoon Muifa on the Shanghai World Financial Center,” International Journal of Distributed Sensor Networks, vol. 2012, Article ID 893739, 11 pages, 2012.
    [5] Quan Y, Wang S, Gu M, et al. Field measurement of wind speeds and wind-induced responses atop the shanghai world financial center under normal climate conditions[J]. Mathematical Problems in Engineering, 2013, 2013.
    [6] Xu Y L, Zhan S. Field measurements of Di Wang tower during typhoon York[J]. Journal of wind engineering and industrial aerodynamics, 2001, 89(1): 73-93.
    [7] 顾明, 匡军, 韦晓, 等. 上海环球金融中心大楼顶部良态风风速实测[J]. 同济大学学报, 2011, 39(11): 1592-1597.Gu Ming, Kuang Jun, Wei Xiao, et al. Field Measurement of Wind Speeds atop the Shanghai World Financial Center under Normal Climate Conditions[J]. Journal of Tongji University (Natural Science Edition), 2011, 39(11): 1592-7.
    [8] “AIJ-RLB-2004 Recommendations for loads on buildings,” Architecture Institute of Japan, Tokyo, Japan, 2004.
    [9] “GB 50009-2012 Load code for the design of building structures,” Architecture & Building Press, Beijing, China, 2012.
    [10] Cao, S., Tamura, Y., Kikuchi, N., Saito, M., Nakayama, I., and Matsuzaki, Y. (2009). "Wind characteristics of a strong typhoon." Journal of Wind Engineering and Industrial Aerodynamics, 97(1), 11-21.
    引证文献
    网友评论
    网友评论
    分享到微博
    发 布
引用本文

黄子逢,顾明.上海环球金融中心顶部台风“灿鸿”风速实测[J].同济大学学报(自然科学版),2016,44(8):1205~1211

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2015-09-15
  • 最后修改日期:2016-06-03
  • 录用日期:2016-02-29
  • 在线发布日期: 2016-09-06
文章二维码