Complex modal analysis of a flexural vibrating beam with viscous end conditions

Journal of Sound and Vibration

Volumn 200, Issue 3, 1997, Pages 327-345

  Oliveto, G ^a   Santini, A ^b   Tripodi, E ^b  

^a UNIVERSITY OF CATANIA   (Italy)

^b UNIVERSITY MEDITERRANEA OF REGGIO CALABRIA   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0001714957     PISSN: 0022460X     EISSN: None     Source Type: Journal    
DOI: 10.1006/jsvi.1996.0717     Document Type: Article

References (8)

1. A. S. VELETSOS and C. E. VENTURA 1986 Earthquake Engineering and Structural Dynamics 14, 217-243. Modal analysis of non-classically damped linear systems.
2. G. OLIVETO and A. SANTINI 1994 Proceedings of the Fifth International Conference on Recent Advances in Structural Dynamics, Southampton, England, 775-784. Complex modal analysis of a soil-structure interacting model.
3. G. OLIVETO and A. SANTINI 1996 Journal of Sound and Vibration 192, 15-33. Complex modal analysis of a continuous model with radiation damping.
4. G. OLIVETO and A. SANTINI 1996 Engineering Structures 18, 425-436. Time domain response of a one-dimensional soil-structure interacting model via complex analysis.
5. R. SINGH, W. M. LYONS and G. PRATER 1989 Journal of Sound and Vibration 133, 364-367. Complex eigensolution for longitudinally vibrating bars with a viscously damped boundary.
6. A. J. HULL 1994 Journal of Sound and Vibration 169, 19-28. A closed form solution of a longitudinal bar with a viscous boundary condition.
7. J. H. B. ZAREK and B. M. GIBBS 1981 Journal of Sound and Vibration 78, 185-196. The derivation of eigenvalues and mode shapes for the bending motion of a damped beam with general end conditions.
8. R. W. CLOUGH and J. PENZIEN 1975 Dynamics of Structures. New York: McGraw-Hill, first edition. See chapter 20.