Seismic risk

5. References

• Brincker , R. , Zhang , L. and Andersen , P. 2001 . “Modal identification of output only systems using frequency domain decomposition” . Smart Materials and Structures , vol. 10 : 441 – 445 .
   Web of Science ®Google Scholar
• Combescure , D. 2000 . Modélisation des structures de génie civil sous chargement sismique à l'aide de castem 2000, CEA, Direction de l'énergie nucléaire, département modélisation de systèmes et structures, service d'études mécaniques et thermiques, Rapport DM2S http://www-cast3m.cea.fr/
   Google Scholar
• Crawford , R. and Ward , H. S. 1964 . “Determination of the natural periods of buildings” . Bulletin of the Seismological Society of America , vol. 54 ( 6 ) : 1743 – 1756 .
   Google Scholar
• De Basio , M. and Omar , A. 2011 . Seismic vulnerability of the Perret tower , Master dissertation Grenoble , , France : université Joseph Fourier .
   Google Scholar
• Desprez , C. 2010 . Analyse et réduction de la vulnérabilité sismique des structures existantes: renforcement par collage de tissus de fibres de carbone (TFC) , Thèse de doctorat INP Grenoble . http://tel.archives-ouvertes.fr/tel-00560438/fr/
   Google Scholar
• Desprez , C. , Kotronis , P. and Mazars , J. septembre 12–14 2011 . Modèle cyclique de béton renforcé par TFC: Modélisation numérique de poteaux confinés, approche par éléments finis multifibres, 8^e colloque national de l'Association française de génie parasismique AFPS 2011, Ecole des Ponts ParisTech, Marne-La-Vallée septembre 12–14 ,
   Google Scholar
• 2005 . European norm on “seismic structural calculations” Eurocode 8, NF EN 1998–1
   Google Scholar
• Grange , S. and Mazars , J. 2011 . Numerical seismic analysis of existing structures and SSI using experimental instrumentation . EFAST 2011 . 2011 , Ispra , Italia.
   Google Scholar
• Guedes , J. , Pégon , P. and Pinto , A. 1994 . A fibre Timoshenko beam element in CASTEM 2000 Ispra , , Italy Special publication nr. i.94.31, Technical report, J.R.C, I-21020
   Google Scholar
• Kotronis , P. 2000 . Cisaillement dynamique de murs en béton armé, Modèles simplifiés 2D et 3D , Thèse de doctorat ENS Cachan http://tel.archives-ouvertes.fr/tel-00074469/fr/
   Google Scholar
• Kotronis , P. and Mazars , J. 2005 . “Simplified modelling strategies to simulate the dynamic behavior of R/C walls” . Journal of Earthquake Engineering , vol. 9 ( 2 ) : 285 – 306 .
   Web of Science ®Google Scholar
• La Borderie , C , Mazars , J. and Pijaudier-Cabot , G. 1994 . Damage mechanics model for reinforced concrete structures under cyclic loading . A.C.I , vol. 134 : 147 – 172 . edited by W. Gerstle and Z.P. Bazant
   Google Scholar
• Lemaitre , J. and Chaboche , J. L. 1990 . Mechanics of Materials , Cambridge , , UK : Cambridge University Press .
   Google Scholar
• Mazars , J. 1986 . “A description of micro and macro scale damage of concrete structures” . Engineering Fracture Mechanics , vol. 25 ( 5/6 )
   Web of Science ®Google Scholar
• Mazars , J. and Millard , A. 2009 . Dynamic Behaviour of Concrete and Seismic Engineering , London : Wiley-ISTE .
   Google Scholar
• Mazars , J. , Gueguen , P. , Kotronis , P. , Brun , M. and Thévenin , P-E. 2010 . Analyse et réduction de la vulnérabilité sismique du bâti existent final report programme ARVISE, ANR-2006-PGCU-007–01
   Google Scholar
• Mazars , J. , Hamond , F. and Rospars , C . 2011 . A new model to forecast the response of concrete structures under severe loadings: the mu; damage model . Int. Conf. on Recent advances in nonlinear models, CORAN 2011 . 2011 , Coimbre , Portugal.
   Google Scholar
• Mazars , J. , Kotronis , P. , Ragueneau , F. and Casaux , G. 2006 . “Using multifiber beams to account for shear and torsion: Applications to concrete structural elements” . Computer Methods in Applied Mechanics and Engineering , vol. 195 ( 52 ) : 7264 – 7281 .
   Web of Science ®Google Scholar
• Menegotto , M. and Pinto , P. 1973 . Method of analysis of cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending . IABSE Symposium on resistance and ultimate deformability of structures acted on by well-defined repeated loads . 1973 , Lisbon . final report
   Google Scholar
• Michel , C , Gueguen , P. , El Arem , S. , Mazars , J. and Kotronis , P. 2010 . “Full scale dynamic response of a RC building under weak seismic motions using earthquake loadings, ambient vibrations and modelling” . Earthquake Engineering and Structural Dynamics , volume 39 ( 4 ) April : 419 – 441 .
   Web of Science ®Google Scholar
• Paultre , P. 2003 . Numerical response analysis in dynamic engineering problem . Revue française de génie civil , vol. 7–8 : 831 – 880 .
   Google Scholar
• Trifunac , M. D. 1972 . Comparison between ambient and forced vibration experiments . Earthquake Engineering and Structural Dynamics , vol. 1 : 133 – 150 .
   Google Scholar