DocumentCode
3257219
Title
Bearing capacity analysis for confined concrete column with two lateral confinements
Author
Chen, Lianmeng ; Wu, Guanglong
Author_Institution
Coll. of Archit. & Civil Eng., Wenzhou Univ., Wenzhou, China
fYear
2011
fDate
22-24 April 2011
Firstpage
4826
Lastpage
4828
Abstract
Based on the conception of confined concrete, three kinds of confined concrete column with two lateral confinements, such as two steel tubes, two lateral spiral hoops, outer spiral hoops and inner steel tube, are brought forward firstly. Then the calculation formulas of bearing capacity subjected to the axial force for the above three confined concrete column are proposed, based on the existing calculation methods of bearing capacity for the concrete column confined with spiral hoops and steel tube. The existing experimental results indicate that the proposed methods are right and valid, and can be applied in the design of the confined concrete column.
Keywords
concrete; construction components; pipes; steel; bearing capacity analysis; confined concrete column; lateral confinements; lateral spiral hoops; steel tube; Civil engineering; Concrete; Electron tubes; Out of order; Presses; Spirals; Steel; bearing capacity; confined concrete; two lateral confinements;
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.2011.5776255
Filename
5776255
Link To Document