Development of seismic fragility surfaces for reinforced concrete buildings by means of nonlinear timehistory analysis. Earthquake Engineering and Structural Dynamics ,
URL : https://hal.archives-ouvertes.fr/hal-00558781
A new analytical procedure for the derivation of displacement-based vulnerability curves for populations of RC structures, Engineering Structures, vol.27, issue.3, pp.397-409, 2005. ,
DOI : 10.1016/j.engstruct.2004.11.002
SEISMIC FRAGILITY OF LRC FRAMES WITH AND WITHOUT MASONRY INFILL WALLS, Journal of Earthquake Engineering, vol.44, issue.3, pp.683-719, 1997. ,
DOI : 10.1193/1.1585817
A method for earthquake motion damage relationships with application to reinforced concrete frames, 1997. ,
Displacement-based approaches to rational limit states design of new structures, 11th European Conference on Earthquake Engineering, 1998. ,
Non stationary stochastic simulation of strong ground motion time histories including natural variability: Application to the Knet Japanese database, pp.2103-2117, 2006. ,
Estimation of response spectra and simulation of nonstationary earthquake ground motions, pp.337-352, 1996. ,
Derivation of vulnerability functions for European-type RC structures based on observational data. Engineering Structures, pp.1241-1263, 2003. ,
EMS-98) Cahier, p.15, 1998. ,
Statistical analysis of bridge fragility curves. US -Italy Workshop on Protective Systems for Bridges, 1998. ,
Statistical Analysis of Fragility Curves, Journal of Engineering Mechanics, vol.126, issue.12, pp.126-1224, 2000. ,
DOI : 10.1061/(ASCE)0733-9399(2000)126:12(1224)