The Moment-Curvature Relation of SRC Column Based on the Fiber Model Method and its Influencial Factors Analysis

Abstract:

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Because the SRC (steel reinforced concrete) structures fully combine the advantages of two materials i.e. steel and concrete they had been widely used in high-rise buildings. Completely study the moment-curvature relation of this kind of member is essential to a nonlinear analysis of this type of structures. The fiber model method based on the section discretion directly reflect the restoring characteristics of the member though the stress-strain relationship of steel and concrete. It can be applied to analyze section with any configuration. In this paper, the hysteretic moment-curvature relation of SRC column is analyzed by coding and verified by available test result. And finally several factors influenced on the M-Фrelation is discussed.

Info:

Periodical:

Advanced Materials Research (Volumes 150-151)

Edited by:

Jinglong Bu, Zhengyi Jiang and Sihai Jiao

Pages:

414-418

DOI:

10.4028/www.scientific.net/AMR.150-151.414

Citation:

P. C. Wu and L. X. Zhang, "The Moment-Curvature Relation of SRC Column Based on the Fiber Model Method and its Influencial Factors Analysis", Advanced Materials Research, Vols. 150-151, pp. 414-418, 2011

Online since:

October 2010

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Price:

$35.00

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