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Study on Wind Characteristics of i Typhoon Muifa on the Sutong Bridge
  • ISSN号:1671-3664
  • 期刊名称:《地震工程与工程振动:英文版》
  • 时间:0
  • 分类:TU4[建筑科学—土工工程] U41[交通运输工程—道路与铁道工程]
  • 作者机构:[1]Key Laboratory of Concrete and Prestressed ConcreteStructure of Ministry of Education, Southeast University, Nanjing210096, Jiangsu, China, [2]Jiangsu Transportation Research Institute Co., Ltd., Nanjing210017, Jiangsu, China
  • 相关基金:Supported by the National Natural Science Foundation of China (50908046, 50978056), the Teaching and Scientific Research Fund for Excellent Young Teachers of Southeast University (3205001101), the Basic Scientific and Research Fund of Southeast University (Seucx-201106), and the Priority Academic Program Development Foundation of Jiangsu Higher Education Institutions, China
中文摘要:

As a cable-stayed bridge with the longest main span, the Sutong Bridge faces the threat of typhoons every year. Based on field measured data measured at the top of the tower and at the mid-span by anemometers, Typhoon Muifa is analyzed in detail to obtain the wind characteristics, including the mean wind speed and direction, turbulence intensity and gust factor, power spectral density and integral scale of turbulence, etc. The correlated mean wind speeds at the two heights show the reliability of recorded wind data as well as the variation of wind speed with height. Turbulence intensities and gust factors fluctuate in a similar way. The values of integral scales are sensitive in different case. The measured power spectra are particularly compared with Kaimal spectrum, Teunissen spectrum, Harris spectrum, and Davenport spectrum. The results show that the measured spectra cannot fit the code-suggested spectra very well, which exhibits the demand of more accurate spectra. Conclusions obtained in this article can provide references for wind resistance design of super-long-span cable-stayed bridges.

英文摘要:

As a cable-stayed bridge with the longest main span, the Sutong Bridge faces the threat of typhoons every year. Based on field measured data measured at the top of the tower and at the mid-span by anemometers, Typhoon Muifa is analyzed in detail to obtain the wind characteristics, including the mean wind speed and direction, turbulence intensity and gust factor, power spectral density and integral scale of turbulence, etc. The correlated mean wind speeds at the two heights show the reliability of recorded wind data as well as the variation of wind speed with height. Turbulence inten- sities and gust factors fluctuate in a similar way. The values of inte- gral scales are sensitive in different case. The measured power spec- tra are particularly compared with Kaimal spectrum, Teunissen spectrum, Harris spectrum, and Davenport spectrum. The results show that the measured spectra cannot fit the code-suggested spectra very well, which exhibits the demand of more accurate spectra. Conclusions obtained in this article can provide references for wind resistance desima of suoer-long-soan cable-staved brides.

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期刊信息
  • 《地震工程与工程振动:英文版》
  • 主管单位:中国地震局
  • 主办单位:中国地震局工程力学研究所
  • 主编:齐霄斋
  • 地址:哈尔滨学府路9号
  • 邮编:150080
  • 邮箱:
  • 电话:0451-86652649
  • 国际标准刊号:ISSN:1671-3664
  • 国内统一刊号:ISSN:23-1496/P
  • 邮发代号:14-247
  • 获奖情况:
  • 国内外数据库收录:
  • 美国工程索引,美国剑桥科学文摘,美国科学引文索引(扩展库),英国科学文摘数据库
  • 被引量:232