A Nonlinear Model for Beam-Column Joint Based on OpenSees

Yan Zhong Ju; Yu Mu; De Hong Wang

doi:10.4028/www.scientific.net/AMR.919-921.3

Paper Titles

Preface and Conference Organization

A Nonlinear Model for Beam-Column Joint Based on OpenSees
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Analysis of Reconstruction and Reinforcement Design for a Thermal Power Plant Boiler Frame
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Axial Strains in FRP-Confined Normal- and High-Strength Concrete: An Examination of Strain Measurement Methods
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Comparison of Stress-Strain Relationships of FRP and Actively Confined High-Strength Concrete: Experimental Observations
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 919-921A Nonlinear Model for Beam-Column Joint Based on...

A Nonlinear Model for Beam-Column Joint Based on OpenSees

Abstract:

The beam-column joint is the key component of a RC structure and also the hub of stress transferring between beam and column. It is the major part for ensuring enough stiffness, ductility and good energy dissipation capacity of the RC frame. In order to simulate the beam-column joints under cyclic loading, a model based on OpeeSees was studied. OpenSees has advantages over other nonlinear analysis software in the improvement of algorithms. Comparison of simulated and observed hysteretic curve indicates that the proposed model is appropriate.

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Periodical:

Advanced Materials Research (Volumes 919-921)

Pages:

3-6

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.919-921.3

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Online since:

April 2014

Authors:

Yan Zhong Ju, Yu Mu*, De Hong Wang

Keywords:

Beam-Column Joint, Constitutive Model, Hysteretic Curve, OpenSEES

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* - Corresponding Author

References

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