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The Institute of Theoretical and Applied Mechanics
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Original version of the author's contribution as presented on CD, section: [MS26] The SINAPS@ French research project on integrated seismic risk assessment for nuclear safety .:
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HOW ARE THE EQUIVALENT DAMPING RATIOS MODIFIED BY NONLINEAR ENGINEERING DEMAND PARAMETERS?
Heitz, Thomas
;
Ragueneau, Frédéric
When attempting to predict the seismic response of reinforced concrete (RC) structures, a trade-off has to be found out between a realistic representation of the dissipat [...]
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