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1.	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 .: PDF 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 [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on USB, paper 2543.: PDF A Discrete Simulation Tool for the Study of Old Masonry Nonlinear Behaviour Giry, Cedric ; Vassaux, Maxime Seismic assessment of historical masonry structures is a crucial field of architectural heritage. However, for this kind of structures, it may be difficult to get informa [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on USB, paper 1960.: PDF Damping Identification and Quantification: Experimental Evidences and First Numerical Results Heitz, Thomas ; Ragueneau, Frédéric The way of quantifying energy dissipations in reinforced concrete (RC) structures during seismic events is still a complex issue to solve out. However, the designer would [...] Detailed record - Similar records

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1	Giry, C.
3	Giry, Cédric

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