DESIGN SENSITIVITY OF TRANSIENT VIBRATION OF A TWO-MASS SYSTEM

摘要

The paper concerns the first order sensitivity analysis in timedomain of the tran- sient vibration of a dynamic parametricshaker-foundation structure, modelled by the four-degree-of-freedomparametric system. The paper is a continuation of ar- ticle WOJCICKI,CHROBOK 1, where the sensitivity analysis of the steady-stateresponse of non-parametric structure was carried out.