Study on Resilience Model of High-Strength Concrete Frame Columns

Guo Jun Zhang; Xi Lin Lu; Bo Quan Liu

doi:10.4028/www.scientific.net/AMR.919-921.969

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 919-921Study on Resilience Model of High-Strength...

Study on Resilience Model of High-Strength Concrete Frame Columns

Abstract:

Based on the horizontaldisplacements and loads of column at top end deduced according to sectionalbalanceable conditions at yield of high-strength frame columns, the lateralmaximum loads of column at top end calculated according to the Chinese currentconcrete code and involved regressive formulas, the resilience model ofhigh-strength concrete frame columns were established. The main results show:the resilience models of high-strength concrete frame columns proposed in thispaper consider influenced multi-facts and conveniently applied to engineering.

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Periodical:

Advanced Materials Research (Volumes 919-921)

Pages:

969-972

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.919-921.969

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Online since:

April 2014

Authors:

Guo Jun Zhang*, Xi Lin Lu, Bo Quan Liu

Keywords:

Frame Column, High-Strength, Resilience Model, Skeleton Curve, Yielding Point

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* - Corresponding Author

References

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