Linear models with nearly frequency independent complex stiffness leading to causal behaviour in time domain-Reference-Cited by-同舟云学术

Linear models with nearly frequency independent complex stiffness leading to causal behaviour in time domain

Published:2006 Issue:1 Volume:36 Page:13-33
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Muravskii G. B.

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference29 articles.

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3. Vibration of dynamic systems with linear hysteretic damping. Proceedings of the Fourth U.S. National Congress of Applied Mechanicsm, ASME, New York, NY, 1962; 87–97.

4. Dynamic response of systems with structural damping. In Air, Space and Instruments, Draper Anniversary Volume, (ed.). McGraw-Hill: New York, NY, 1963; 183–193.

5. Transient and forced oscillations of systems with constant hysteretic damping

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