• DocumentCode
    3256567
  • Title

    Overturning analysis of Harbor Containers based on wind tunnel test of rigid models

  • Author

    Zhen, Wu ; Xingqian, Peng ; Chunhui, Zhang

  • Author_Institution
    Coll. of Civil Eng., Huaqiao Univ., Quanzhou, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    544
  • Lastpage
    548
  • Abstract
    Harbor Containers often fall and get damaged under the strong wind. However, the study of wind-resistant for the bulk accumulation structures like harbor containers has not reported in the literature yet. Based on wind tunnel tests of rigid model, through the simple principle of moment balance and force balance, the calculation formula of container´s stability under strong typhoon were obtained, and the rule that critical failure wind speed of piles of containers which are placed in different rows and different tiers changes according to wind directions also were obtained. The table of critical failure wind speed of containers from wind tunnel test can be used as reference for wind resistance and disaster reduction. Meanwhile, it can also be helpful in researching and designing of these bulk accumulation structures.
  • Keywords
    aerodynamics; disasters; freight containers; mechanical stability; sea ports; structural engineering; wind tunnels; bulk accumulation structures; critical failure wind speed; disaster reduction; force balance principle; harbor containers; moment balance principle; overturning analysis; piles; rigid model; rigid models; stability; typhoon; wind directions; wind resistance; wind tunnel testing; Atmospheric modeling; Containers; Force; Pressure measurement; Stacking; Typhoons; Wind speed; container; critical velocity; gust factor; wind tunnel test;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
  • Conference_Location
    Lushan
  • Print_ISBN
    978-1-4577-0289-1
  • Type

    conf

  • DOI
    10.1109/ICETCE.2011.5776222
  • Filename
    5776222