Initial versus tangent stiffness-based Rayleigh damping in inelastic time history seismic analyses

Author:

Jehel Pierre12,Léger Pierre3,Ibrahimbegovic Adnan4

Affiliation:

1. Laboratoire MSSMat/CNRS-UMR 8579; École Centrale Paris; Grande voie des Vignes, 92295 Châtenay-Malabry Cedex France

2. Department of Civil Engineering and Engineering Mechanics; Columbia University; 630 SW Mudd, 500 West 120th Street, New York, NY 10027 U.S.A.

3. Department of Civil Engineering; École Polytechnique de Montréal; PO Box 6079, Station CV, Montreal, QC H3C 3A7 Canada

4. LMT-Cachan (ENS Cachan/CNRS/UPMC/PRES UniverSud Paris); 61 Avenue du Président Wilson, 94235 Cachan Cedex France

Publisher

Wiley

Subject

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

Reference17 articles.

1. Problems encountered from the use (or misuse) of Rayleigh damping;Hall;Earthquake Engineering and Structural Dynamics,2006

2. Seismic-energy dissipation in MDOF structures;Léger;ASCE Journal of Structural Engineering,1992

3. Unintended consequences of modeling damping in structures;Charney;Journal of Structural Engineering,2008

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