This paper presents a new frequency-domain method to analyze physically non-linear structural systems having non-proportional damping. Single-and multi-degree-of-freedom (d.o.f.) systems subjected to time-dependent excitations are considered. A procedure to consider initial conditions, required by t
A frequency-domain robust instability criterion for time-varying and non-linear systems
β Scribed by Yakov Z. Tsypkin; David J. Hill; Alf J. Isaksson
- Publisher
- Elsevier Science
- Year
- 1994
- Tongue
- English
- Weight
- 377 KB
- Volume
- 30
- Category
- Article
- ISSN
- 0005-1098
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β¦ Synopsis
This paper presents an instability version of an earlier result on robust stability analysis using a modified Nyquist plot. The result is shown to be useful for presenting robust stability and instability margins for feedback systems.
π SIMILAR VOLUMES
Methods that combine frequency and time domain techniques offer an attractive alternative for solving Soil-Structureinteraction problems where the structure exhibits non-linear behaviour. In the hybrid-frequency-time-domain procedure a reference linear system is solved in the frequency domain and th
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