EDP Sciences logo
Submit your paper
Search
Menu
All issues Volume 8 / No 1 (Janvier-Février 2007) Mécanique & Industries, 8 1 (2007) 51-63 References
Open Access
Issue
Mécanique & Industries
Volume 8, Number 1, Janvier-Février 2007
Page(s) 51 - 63
DOI https://doi.org/10.1051/meca:2007021
Published online 21 June 2007
  1. CAST3M, Site Internet : http://www-cast3m.cea.fr/ cast3m/index.jsp [Google Scholar]
  2. D. Combescure, Modélisation du comportement sismique des structures portiques comportant des murs de remplissage, Thèse de l'École Centrale Paris, 1996 [Google Scholar]
  3. D. Combescure, P. Pegon, Application of the local-to-global approach to the study of infilled frame structures under seismic loading, Nuclear Engineering and Design 196 (2000) 17–40 [CrossRef] [Google Scholar]
  4. D. Combescure, Some contributions of physical and numerical modelling to the assessment of existing masonry infilled RC frames under extreme loading, Special Theme Session: “Analysis and Design of RC Frames with Masonry Infills”, First European Conference on Earthquake Engineering and Seismology, Genève, Suisse, 2006 [Google Scholar]
  5. J. Guedes, Seismic behaviour of reinforced concrete bridges. Modelling, numerical analysis and experimental assessment, Thèse de doctorat de l'Université de Porto, 1997 [Google Scholar]
  6. E. Spacone, F.C. Filippou, F.F. Taucer, Fibre Beam-Column Model for Non-linear Analysis of R/C frames: Part I, Formulation, Earthquake Engineering and Structural Dynamics (1996) 711–725 [Google Scholar]
  7. M. Petrangeli, P.E. Pinto, V. Ciampi, Fiber element for cyclic bending and shear of R/C structures. I: Theory, J. Engineering Mechnics, ASCE 125 (1999) 994–1001 [Google Scholar]
  8. L. Martinelli, The behaviour of RC piers under strong seismic actions, 12th World Conference on Earthquake Engineering, Auckland, 2000 [Google Scholar]
  9. P. Kotronis, F. Ragueneau, J. Mazars, A simplified modelling strategy for R/C walls satisfying PS92 and EC8 design, Engineering Structures 27 (2005) 1197–1208 [CrossRef] [Google Scholar]
  10. J. Mazars, P. Kotronis, F. Ragueneau, G. Casaux, Using multifiber beams to account for shear and torsion. Applications to concrete structural elements, Comput. Methods Appl. Mech. Engrg. 195 (2006) 7264–7281 [CrossRef] [Google Scholar]
  11. D. Combescure, Modélisation des structures de génie civil sous chargement sismique à l'aide de Castem 2000, Rapport DM2S/SEMT/EMSI/RT/01-008/A, 2001 (disponible sur le site Cast3M) [Google Scholar]
  12. N. Priestley, Displacement based seismic assessment of reinforced concrete buildings, J. Earthquake Engineering 1 (1997) 157–192 [CrossRef] [Google Scholar]
  13. BAEL 91, Règles techniques de conception et de calcul des ouvrages et constructions en béton armé suivant la méthode des états limites, Eyrolles, juillet 1992 [Google Scholar]
  14. EC8, ENV 1998-1-3, EUROCODE 8, Design provisions for earthquake resistance of structures- Part 1-3: General rules – Specific rules for various materials and elements, CEN, 1998 [Google Scholar]
  15. G.M. Calvi, A displacement-based approach for vulnerability evaluation of classes of buildings, J. Earthquake Engineering 3 (1999) [Google Scholar]
  16. J. Donea, P. Magonette, P. Negro, P. Pegon, A.V. Pinto, G. Verzeletti, Pseudodynamic testing of large scale models of civil engineering structures at ELSA reaction wall, 10th European Conference on Earthquake Engineering, Vienna, 1990 [Google Scholar]
  17. G.M. Calvi, M. Recla, Assessment of current prediction capacities of the response of existing reinforced concrete buildings, 12th World Conference of Earthquake Engineering, Auckland, 2000 [Google Scholar]
  18. G. Monti, Consistent insertion of bond-slip into beam fiber elements for biaxial bending, 12th World Conference on Earthquake Engineering, Auckland, 2000 [Google Scholar]
  19. Y. Xiao, R. Ma, Seismic retrofit of RC circular columns using prefabricated composite jacketing, J. Structural Engineering, 23 (1997) [Google Scholar]
  20. R. Eligehausen, G.L. Balazs Bond and detailing. In Bulletin d'Information CEB N°217, Comité Euro-International du Béton, 1993 [Google Scholar]
  21. R. Aboutaha, Seismic retrofit of non-ductile reinforced concrete columns using rectangular steel jackets. PhD Thesi dissertation, Austin University, 1996 [Google Scholar]
  22. D. Combescure, P. Sollogoub, Seismic assessment of existing nuclear facility using non linear modelling. Some general consideration and examples of validation on experimental results, 12th Earthquake Engineering European Conference, London, 2002 et OCDE-NEA Workshop on the Seismic reevaluation of all Nuclear Facilities, Ispra, 26–27 March 2001, Italy [Google Scholar]
  23. FEMA 273-NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, 1997 [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.