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 :
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