Moment-Rotation Behavior of Force-Based Plastic Hinge Elements
Author(s) -
Scott Michael H.,
Ryan Keri L.
Publication year - 2013
Publication title -
earthquake spectra
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.134
H-Index - 92
eISSN - 1944-8201
pISSN - 8755-2930
DOI - 10.1193/1.4000136
Subject(s) - hinge , plastic hinge , structural engineering , moment (physics) , curvature , rotation (mathematics) , bending moment , moment distribution method , strain hardening exponent , plastic bending , stiffness , mathematics , geometry , engineering , materials science , physics , bending stiffness , classical mechanics , composite material , parametric statistics , statistics
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.
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