Researches on Rational Reinforcement of Equi-Limb +-Shaped Reinforced Concrete Columns

Article Preview

Abstract:

A nonlinear analysis program for the capacity of +-shaped columns with numerical integral method is complied. Using the program, the Date of Mx-My curves under different axial compression ratios is obtained for four different reinforcement of equi-eimb +-shaped reinforced concrete columns. The maximum moments in various loading angles are analyzed, the cross-sections ability to bear load influenced by different reinforcement is discussed, The rational reinforcement of equi-limb +-shaped reinforced concrete columns is derived. The date shows that the theoretical values and experimental results meet closely. Finally, Some suggestions in practice design for equi-limb +-shaped columns are given.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

752-757

Citation:

Online since:

January 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Wang Dan. Researches on Design Theory of RC Special-Shaped Columns[D]. Dalian: Dlian University of Technology, (2002).

Google Scholar

[2] Chen Yunxia. Strength and ductility of T Section R. C members subjected to axial compression and biaxial bending [J], Journal of Tianjin University, 1998, 31(1): 1-10.

Google Scholar

[3] Cao Wanlin; Wang Guangyuan. Behavior of T-shaped column under different directional cyclic loading [J], Earthquake Engineering and Engineering Vibration, 1995, 15(4): 76-84.

Google Scholar

[4] Code for design of concrete structures GB50010-2010[S]. Beijing, China Building Industry Press, (2010).

Google Scholar

[5] Technical specification for concrete structures with specially shaped columns JGJ 149-2006 [S]. Beijing, China Building Industry Press, (2006).

Google Scholar

[6] Shao Yongjian. Theoretical research on bearing capacity of normal cross-section of L special-shaped columns of SRC(II)—Analysis of the mechanical properties[J], Sichuan Building Science, 2009, 35(1): 15-17.

Google Scholar