SHMS-BASED STUDY ON WIND CHARACTERISTICS OF TYPHOON KALMAEGI AT SUTONG BRIDGE

被引:0
|
作者
Hu, R. M. [1 ]
Wang, H. [1 ]
Li, A. Q. [1 ]
机构
[1] Southeast Univ, Sch Civil Engn, Nanjing 210096, Peoples R China
关键词
structural health monitoring system; Sutong bridge; cable-stayed bridge; Typhoon Kalmaegi; wind characteristics;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The Sutong Bridge is a cable-stayed bridge with the longest main span in the world. Located in the coastal region of southeast China, the bridge is vulnerable to the Pacific typhoons and other strong winds. In order to obtain the turbulent characteristics at the bridge site, 3D ultrasonic anemometers, as part of the Structural Health Monitoring System (SHMS), are used to collect wind data. In this paper, wind data during the passage of Typhoon Kalmaegi are analyzed. The wind data from two anemometers, one at the top of the tower (306m in elevation) and the other at the mid-span (76m in elevation), are considered in the study, and the data are averaged over 10 minutes. Wind characteristics, including mean wind speed and direction, turbulence intensity and gust factor, power spectral density and integral scale of turbulence, are presents in details. Comparisons are made between different wind characteristics of Kalmaegi, as well as the calculated values and those recommended in the current code. Besides, the results of Kalmaegi are compared with other similar studies. The conclusions are summarized to provide references for wind resistance evaluation of the bridge.
引用
收藏
页码:1246 / 1251
页数:6
相关论文
共 50 条
  • [2] Study on Wind Characteristics of Typhoon Muifa on the Sutong Bridge
    XU Chaoran
    WANG Hao
    CHENG Huaiyu
    ZONG Zhouhong
    ZHANG Yufeng
    [J]. Wuhan University Journal of Natural Sciences, 2013, 18 (02) : 156 - 162
  • [3] Nonstationary characteristics of Typhoon Fung-Wong observed at Sutong Bridge site based on SHMS
    Wang, H.
    Tao, T. Y.
    Zhang, Y. P.
    Li, A. Q.
    [J]. MAINTENANCE, MONITORING, SAFETY, RISK AND RESILIENCE OF BRIDGES AND BRIDGE NETWORKS, 2016, : 255 - 255
  • [4] Joint distribution of wind speed and direction of Sutong Bridge based on SHMS
    Wang, H.
    Zhang, J. R.
    Tao, T. Y.
    Guo, T.
    [J]. BRIDGE MAINTENANCE, SAFETY, MANAGEMENT AND LIFE EXTENSION, 2014, : 605 - 612
  • [5] Measurements and analysis of non-stationary wind characteristics at Sutong Bridge in Typhoon Damrey
    Wang, Hao
    Wu, Teng
    Tao, Tianyou
    Li, Aiqun
    Kareem, Ahsan
    [J]. JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2016, 151 : 100 - 106
  • [6] Experimental study on strong wind characteristics of Runyang Suspension Bridge based on SHMS
    Key Laboratory of Concrete and Prestressed Concrete Structures, Southeast University, Nanjing 210096, China
    [J]. Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition), 2007, 37 (03): : 508 - 511
  • [7] SHMS-based bridge rating method for long span cable-supported bridges
    Xu, Y. L.
    Zheng, Y.
    Chen, Z. W.
    Xia, Y.
    Li, Q.
    Guo, A. X.
    Wong, K. Y.
    [J]. BRIDGE MAINTENANCE, SAFETY, MANAGEMENT AND LIFE-CYCLE OPTIMIZATION, 2010, : 2669 - 2676
  • [8] Comparative analysis on measured wind characteristics of typical typhoons at Sutong bridge
    苏通大桥实测典型台风特性对比分析
    [J]. 2018, Southeast University (48):
  • [9] Evolutionary Spectral Analyses of a Powerful Typhoon at the Sutong Bridge Site Based on the HHT
    Ma, Lin
    Zhou, Da-jun
    Yuan, Ai-min
    Wang, Hao
    [J]. MATHEMATICAL PROBLEMS IN ENGINEERING, 2016, 2016
  • [10] Long-term monitoring of wind characteristics at Sutong Bridge site
    Wang, Hao
    Li, Aiqun
    Niu, Jie
    Zong, Zhouhong
    Li, Jian
    [J]. JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2013, 115 : 39 - 47