Non-linear Damping and Frequency Identification in a Progressively Damaged R.C. Element-Reference-Cited by-同舟云学术

Non-linear Damping and Frequency Identification in a Progressively Damaged R.C. Element

Published:2010-05-04 Issue:2 Volume:51 Page:229-245
ISSN:0014-4851
Container-title:Experimental Mechanics
language:en
Short-container-title:Exp Mech

Author:

Demarie G. V.,Sabia D.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,Aerospace Engineering

Link

http://link.springer.com/content/pdf/10.1007/s11340-010-9360-4.pdf

Reference34 articles.

1. Dieterle R, Bachmann H (1981) Experiments and models for the damping behaviour in vibrating reinforced concrete beams in the uncracked and cracked condition. IABSE Reports of the Working Commissions 34:69–82

2. Mahrenholtz O, Bachmann H (1991) Vibration problems in structures—practical guidelines. CEB Bulletin d’information 209:169–180

3. Hall JF (2006) Problems encountered in the use (or misuse) of Rayleigh damping. Earthq Eng Struct D 35:525–545. doi: 10.1002/eqe.541

4. Léger P, Dussault S (1992) Seismic-energy dissipation in MDOF structures. J Struct Eng-ASCE 118(5):1251–1269. doi: 10.1061/(ASCE)0733-9445(1992)118:5(1251)

5. Petrini L, Maggi C, Priestley MJN, Calvi GM (2008) Experimental verification of viscous damping modeling for inelastic time history analyzes. J Earthquake Eng 12(S1):125–145

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