1996
DOI: 10.1080/02681119608806215
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A piece wise linear suspension bridge model: nonlinear dynamics and orbit continuation

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Cited by 69 publications
(35 citation statements)
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“…E In a similar way the oscillations of suspension bridges may be in#uenced by variable sti!ness with very fast variations since the suspension cables are much sti!er in tension than in compression [2]. E The dynamics of systems idealized by a block with non-smooth surface excited on a #at plate is hugely in#uenced by the properties of the transition between di!erent portions of the contact surface [3].…”
Section: Introductionmentioning
confidence: 98%
“…E In a similar way the oscillations of suspension bridges may be in#uenced by variable sti!ness with very fast variations since the suspension cables are much sti!er in tension than in compression [2]. E The dynamics of systems idealized by a block with non-smooth surface excited on a #at plate is hugely in#uenced by the properties of the transition between di!erent portions of the contact surface [3].…”
Section: Introductionmentioning
confidence: 98%
“…In this case the models (1.2) and (1.3) can be rewritten as a Filippov system, a model which has been applied widely in many fields of science and engineering. Furthermore, the theory of Filippov systems is being recognized as not only richer than the corresponding theory of continuous systems, but also as representing a more natural framework for the mathematical modelling of real-world phenomena [18][19][20][21][22][23][24][25][26][27][28][29].…”
Section: Ag(t)(c + Mi(t)/(n + I(t))mentioning
confidence: 99%
“…In [11][12][13], Equation (4) has been studied numerically by using either continuation methods or variational numerical methods in order to gain more information on the structure of the equation solutions set. In [14] Humphreys and McKenna considered the existence of multiple periodic solutions for the nonlinear beam Equation (4), while in [15,16] Doole and Hogan transformed the beam Equation (4) into an ordinary differential equation and treated it by using dynamical systems method. Recently, there are also some researches devoted to symmetry group structure and exact solutions of the fourth-order nonlinear beam Equation (4) [17,18].…”
Section: Introductionmentioning
confidence: 99%