DocumentCode :
2816749
Title :
Analysis on the worst load angle of Z-shaped concrete columns
Author :
Wang, Tiecheng ; Chen, Xuan
Author_Institution :
Sch. of Civil Eng., Tianjin Univ., Tianjin, China
fYear :
2011
fDate :
15-17 July 2011
Firstpage :
5602
Lastpage :
5605
Abstract :
The worst load angle of Z-shaped section reinforced concrete column is calculated at double bias voltage in the method of numerical analysis. The variation of the worst load angle according to different material characteristics and section is analyzed. It is shown that, material characteristics of concrete, reinforcing steel etc. almost has no effect on the worst load angle of Z-type section column, while the variation of section aspect ratio and the ratio of height to thickness has an obvious effect on the worst load angle. In the paper, the equations of correlations is regressed according to calculated results.
Keywords :
construction components; numerical analysis; regression analysis; reinforced concrete; Z-shaped section reinforced concrete column; height-thickness ratio; numerical analysis; section aspect ratio; worst load angle; Civil engineering; Concrete; Educational institutions; Equations; Mathematical model; Numerical analysis; Z-shaped section reinforced concrete column; numerical analysis; section aspect ratio; the ratio of height to thickness; the worst load angle;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location :
Hohhot
Print_ISBN :
978-1-4244-9436-1
Type :
conf
DOI :
10.1109/MACE.2011.5988296
Filename :
5988296
Link To Document :
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