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

Ping Chuan Wu; Ling Xin Zhang

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

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 150-151The Moment-Curvature Relation of SRC Column Based...

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

Abstract:

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.

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Periodical:

Advanced Materials Research (Volumes 150-151)

Pages:

414-418

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.150-151.414

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Online since:

October 2010

Authors:

Ping Chuan Wu, Ling Xin Zhang

Keywords:

Axial Load Ratio, Fiber Model, Moment-Curvature Relation, Steel Reinforced Concrete (SRC)

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References

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