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Moment-Rotation Behavior of Force-Based Plastic Hinge Elements

Authors :
Keri L. Ryan
Michael H. Scott
Source :
Earthquake Spectra. 29:597-607
Publication Year :
2013
Publisher :
SAGE Publications, 2013.

Abstract

The moment-rotation behavior of force-based frame elements is expressed as a function of plastic hinge length and moment-curvature parameters for two types of plastic hinge integration under the representative loading condition of antisymmetric bending. For modified Gauss-Radau hinge integration, there is a unique relationship between the resulting moment-rotation hardening ratio and parameters defining the plastic hinge length and moment-curvature hardening ratio. For two-point Gauss-Radau hinge integration, the spread of yielding across the hinge regions leads to a multilinear moment-rotation response, for which a secant approximation of the hardening stiffness is directed to a target plastic rotation. An example application demonstrates that significantly unconservative assessments of lateral load-carrying capacity can be attained if modeling parameters for plastic hinge length and moment-curvature strain hardening are not calibrated to account for the discrepancy between moment-curvature and moment-rotation behavior of an element.

Details

ISSN :
19448201 and 87552930
Volume :
29
Database :
OpenAIRE
Journal :
Earthquake Spectra
Accession number :
edsair.doi...........009aec4f5cb03de2ac2d9aac2cc2ce36
Full Text :
https://doi.org/10.1193/1.4000136