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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 42
ADVANCES IN COMPUTATIONAL METHODS FOR SIMULATION Edited by: B.H.V. Topping
Paper I.3
Non-Linear Response of Hysteretic Oscillator under Evolutionary Excitation F. Carli
University of Pavia, Department of Structural Mechanics, Pavia, Italy F. Carli, "Non-Linear Response of Hysteretic Oscillator under Evolutionary Excitation", in B.H.V. Topping, (Editor), "Advances in Computational Methods for Simulation", Civil-Comp Press, Edinburgh, UK, pp 17-26, 1996. doi:10.4203/ccp.42.1.3
Abstract
In this paper a state variable approach for the description
of an hysteretic restoring force model is presented.
In particular the approach is able to describe the nonlinear
behaviour in the force-displacement plane by substantial
modifications at the basic set of differential equation
governing the dynamics of the oscillator and the state
equation formulated on the basis of an endochronic relation.
The attention is focussed on the loading-reloading
paths of short amplitude where the effective reproduction
of the behaviour is usually more difficult, as reported in
experimental tests. It is observed that the phenomenological
nature of the basic model can be responsible of
certain violations to fundamental physical postulates for
stable materials especially during short amplitude load
cycles. The smooth solution to the problem that is here
proposed is presented as an implementation of the existing
hysteretic model. In fact a new hysteretic term
is introduced in the state differential equation acting in
phase opposition with respect to the fundamental term.
The amplitude of the added term is ruled by a suitable
nonlinear relation. The mechanical effect is the creation
of an increment to the stiffness of the system along the
reloading path obtaining stable conditions of energy dissipation
also during short amplitude load cycles. In the
numerical example a comparison is set up imposing a critical
displacement path. Moreover the dynamic response
of an oscillator under evolutionary excitations of environmental
nature is examined. It is supposed to degradate in
both stiffness and strength under the given load history.
The basic and the improved model are compared showing
significant differences both in the local and in the global
behaviour.
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