In structural dynamics, it is well known that the motion of a single degree of freedom (SDOF) system with hysteresis subjected earthquake ground motions can be described by the equation m·a(t) + c·v(t) + H(x(t)) = -m·g(t) (plus the initial conditions v(0) and x(0)), where a(t), v(t), x(t), are th...
MS15 - Nonlinear Dynamics and Dynamic Stability