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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 56
ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING COMPUTING FOR PRACTICE Edited by: B.H.V. Topping
Paper VIII.2
A Damage Model for Seismic Retrofitting of Structures R. Perera*, A. Carnicero+, E. Alarcon* and S. Gomez*
*Department of Structural Mechanics, Technical University of Madrid, Spain
R. Perera, A. Carnicero, E. Alarcon, S. Gomez, "A Damage Model for Seismic Retrofitting of Structures", in B.H.V. Topping, (Editor), "Advances in Civil and Structural Engineering Computing for Practice", Civil-Comp Press, Edinburgh, UK, pp 309-315, 1998. doi:10.4203/ccp.56.8.2
Abstract
Numerous damage models have been developed in order to
analyse the seismic behavior. Among the different
possibilities existing in the literature, it is very clear that
models developed along the lines of Continuum Damage
Mechanics are more consistent with the definition of damage
like a phenomenon with mechanical consequences as they
include explicitly the coupling between damage and
mechanical behavior. On the other hand, for seismic
processes, phenomena such as low cycle fatigue may have a
pronounced effect on the overall behavior of the frames and,
therefore, its consideration turns out to be very important.
However, many of existing models evaluate the damage only
as a function of the maximum amplitude of cyclic
deformation without considering the number of cycles. In
this paper, a generalization of the simplified model proposed
by Flórez is made in order to include the low cycle
fatigue. Such model employs in its formulation irreversible
thermodynamics and internal state variable theory.
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