Field measurement of near-surface typhoon characteristics using a smart monitoring system on a long-span arch bridge site

被引:3
|
作者
Wang, Xu [1 ]
Li, Huaqiang [1 ]
Chen, Zengshun [2 ]
Qian, Yuanhao [1 ]
Wang, Yanru [3 ]
Peng, Xinlai [4 ]
机构
[1] Chongqing Fiaotong Univ, State Key Lab Breeding Base Mt Bridge & Tunnel En, Chongqing, Peoples R China
[2] Chongqing Univ, Sch Civil Engn, Chongqing 400074, Peoples R China
[3] Wenzhou Univ, Oujiang Coll, Wenzhou, Peoples R China
[4] Unified Invest & Sci, Ft Lauderdale, FL USA
基金
中国国家自然科学基金;
关键词
gust factor; peak factor; structural health monitoring; turbulence intensity; typhoon; FULL-SCALE MEASUREMENTS; GUST FACTORS; TURBULENCE INTENSITIES; WIND CHARACTERISTICS; PROFILES;
D O I
10.1177/1369433219830510
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
During landfall of Typhoon Haikui in Eastern China in 2012, ground level wind data were recorded using a smart monitoring system installed on JiuBao Bridge in Hangzhou, China. This article documents the mean flow and turbulence characteristics from data recorded during the storm. The results show that both turbulence intensity and gust factor decrease with the increase in the mean wind velocity. However, as the mean wind velocity increases, this trend gradually attenuates. The peak factor distribution with gust averaging time duration derived with the Typhoon Haikui data agrees well with the Durst curve. However, the longitudinal gust factor derived from the typhoon wind-speed record in this study is higher compared with the curves proposed by Durst and Krayer-Marshall. Analyses of the gust factor distribution with the turbulence intensity during the passage of the storm reveal a similarity to the empirical curves of Ishizaki and Choi. Results show that the relationship between lateral turbulence and gust factors can be well represented by a quadratic polynomial. Turbulence scale increased with mean wind velocity. The values of autocorrelation coefficients in longitudinal direction are larger than those in lateral direction. There has no obvious dependency of cross-correlation coefficients with mean wind velocity. In general, the wind characteristics in this study are shown to be very similar to those of winds under normal circumstance.
引用
收藏
页码:1977 / 1987
页数:11
相关论文
共 50 条
  • [1] Field measurement and investigation of wind characteristics at the site of a long-span arch bridge in the periphery of typhoon kujira
    He X.
    Qin H.
    Zou Y.
    Shi K.
    Li H.
    Fang D.
    Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2017, 44 (01): : 23 - 31
  • [2] Field Measurement of Wind Characteristics at Long-Span Bridge Site in Coastal Area During Typhoon Mangkhut
    Wang, Xu
    Liu, Wen-Tao
    Ye, Zhong-Tao
    Liu, Lang
    Mao, Xing-Quan
    Bridge Construction, 2021, 51 (01) : 29 - 36
  • [3] Measurement of wind field characteristics at a long-span suspension bridge
    Hu J.
    Guo J.
    Ou J.
    Journal of Southeast University (English Edition), 2011, 27 (03) : 328 - 334
  • [4] CREEP CHARACTERISTICS OF CONCRETE USED IN LONG-SPAN ARCH BRIDGE
    Wang, Yongbao
    Zhao, Renda
    Jia, Yi
    Liao, Ping
    BALTIC JOURNAL OF ROAD AND BRIDGE ENGINEERING, 2019, 14 (01): : 18 - 36
  • [5] Wireless monitoring system of long-span bridge health
    Wu, Qi-Sheng
    Wang, Dan
    Wang, Qiu-Cai
    Chang'an Daxue Xuebao (Ziran Kexue Ban)/Journal of Chang'an University (Natural Science Edition), 2007, 27 (05): : 70 - 74
  • [6] Innovative Design of a Health Monitoring System and Its Implementation in a Complicated Long-Span Arch Bridge
    Zhou, Guang Dong
    Yi, Ting Hua
    Chen, Bin
    JOURNAL OF AEROSPACE ENGINEERING, 2017, 30 (02)
  • [7] Dimensional field testing of an optical measurement system in a long-span suspension bridge
    Lages Martins, Luis F.
    Rebordao, Jose Manuel
    Ribeiro, Alvaro S.
    OPTICAL MEASUREMENT SYSTEMS FOR INDUSTRIAL INSPECTION IX, 2015, 9525
  • [8] Using three-dimensional laser scanning for monitoring a long-span arch bridge launch
    Chao, Min
    Chiu, Hao-Jan
    Lu, Chih-Wei
    Jeng, Chyuan-Hwan
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-BRIDGE ENGINEERING, 2019, 172 (03) : 204 - 216
  • [9] A Discussion of Building a Smart SHM Platform for Long-Span Bridge Monitoring
    Xie, Yilin
    Meng, Xiaolin
    Nguyen, Dinh Tung
    Xiang, Zejun
    Ye, George
    Hu, Liangliang
    SENSORS, 2024, 24 (10)
  • [10] Mapping temperature contours for a long-span steel truss arch bridge based on field monitoring data
    Qing-Xin Zhu
    Hao Wang
    Zi-Dong Xu
    Billie F. Spencer
    Jian-Xiao Mao
    Zhao-Hua Gong
    Journal of Civil Structural Health Monitoring, 2021, 11 : 725 - 743