J. Bommer and R. Pinho, Adapting earthquake actions in Eurocode 8 for performance-based seismic design, Earthquake Engineering & Structural Dynamics, vol.16, issue.1, pp.39-55, 2006.
DOI : 10.1002/eqe.530

J. Bommer, R. Pinho, and H. Crowley, Using displacement-based earthquake loss assessment in the selection of seismic code design levels, Proceedings of International Conference on Structural Safety and Reliability (ICOSSAR '05), pp.3567-3574, 2005.

J. Bommer, F. Scherbaum, H. Bungum, F. Cotton, F. Sabetta et al., On the Use of Logic Trees for Ground-Motion Prediction Equations in Seismic-Hazard Analysis, Bulletin of the Seismological Society of America, vol.95, issue.2, pp.377-389, 2005.
DOI : 10.1785/0120040073
URL : https://hal.archives-ouvertes.fr/hal-00109290

C. Cornell, Engineering seismic risk analysis, Bulletin of the Seismological Society of America, vol.58, issue.5, pp.1583-1606, 1968.

H. Crowley, M. Colombi, V. Silva, N. Ahmad, M. Fardis et al., D3.1 ? Fragility functions for common RC building types in Europe, Systemic Seismic Vulnerability and Risk Analysis for Buildings, Lifeline Networks and Infrastructures Safety Gain Project of the EC Framework Programme 7, 2011.
URL : https://hal.archives-ouvertes.fr/hal-01415027

W. Duckett, Risk analysis and the acceptable probability of failure Quantification of building seismic performance factors, In: Henderson Federal Emergency Management Agency, 2004.

C. Goulet, C. Haselton, J. Mitrani-reiser, J. Beck, G. Deierlein et al., Evaluation of the seismic performance of a code-conforming reinforced-concrete frame building???from seismic hazard to collapse safety and economic losses, Earthquake Engineering & Structural Dynamics, vol.20, issue.13, pp.1973-1997, 2007.
DOI : 10.1002/eqe.694

G. Grünthal, European Macroseismic Scale, 1998.

A. Hadjian, A general framework for risk-consistent seismic design, Earthquake Engineering & Structural Dynamics, vol.17, issue.3, pp.601-626, 2002.
DOI : 10.1002/eqe.145

R. Kennedy, Performance-goal based (risk informed) approach for establishing the SSE site specific response spectrum for future nuclear power plants, Nuclear Engineering and Design, vol.241, issue.3, pp.648-656, 2011.
DOI : 10.1016/j.nucengdes.2010.08.001

T. Konno, A developing risk-informed design basis earthquake ground motion methodology, Transactions of the 17th International Conference on Structural Mechanics in Reactor Technology, pp.11-12, 2003.

R. Kulkarni, R. Youngs, and K. Coppersmith, Assessment of confidence intervals for results of seismic hazard analysis, Proceedings of Eighth World Conference on Earthquake Engineering, pp.263-270, 1984.