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Steady‐state and transient responses of non‐classically damped linear systems
Author(s) -
Ventura Carlos E.,
Veletsos Anestis S.
Publication year - 1986
Publication title -
earthquake engineering and structural dynamics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 2.218
H-Index - 127
eISSN - 1096-9845
pISSN - 0098-8847
DOI - 10.1002/eqe.4290140408
Subject(s) - transient (computer programming) , linear system , simple (philosophy) , transient response , control theory (sociology) , steady state (chemistry) , extension (predicate logic) , degrees of freedom (physics and chemistry) , state (computer science) , mathematics , physics , computer science , engineering , mathematical analysis , algorithm , artificial intelligence , philosophy , chemistry , control (management) , epistemology , quantum mechanics , electrical engineering , programming language , operating system
A recently proposed procedure for interrelating the steady‐state and transient responses of multi‐degree‐of‐freedom, classically damped linear systems is extended to non‐classically damped systems. The extension is formulated for baseexcited systems, and it is illustrated by simple examples.