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
Link To Document