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Rambach JM – Dynamic analysis of elastic structures on spreadsheet. Rosa – Partie 3e M. PragerThe theory of plasticity: Aller au contenu principal.

Exposés du CFMS | CFMS

Rossi Consulter le PDF. Les fondations du viaduc de Monestier Foundations of Monestier viaduct D. IABSE Symposium on resistance and ultimate deformability of structures acted on by well-defined repeated loadsp. Introduction Consulter le PDF. Soils and Foundationspp. Comportement des sols sous sollicitations cycliques Dew. Et-houlsbyObservations of footing behaviour on loose carbonate sandsG??

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PeckerSeismic Behavior of Ground and Geotechnical Structures, chapitre Analytical formulae for the seismic bearing capacity of shallow strip foundationspp. Characterization of copper tailings dams by laboratory and in situ testing M. Gestion d’un patrimoine d’ouvrages sur pieux en bois: Designers’ guide to Eurocode 8: Le point de vue de l’Expert F.

Exposés du CFMS

Chutes de blocs, risques rocheux et ouvrages de protection Consulter le PDF. Traitement au ciment J.

Cas des eaux souterraines annexes M. Berger Consulter le PDF. Dispositions constructives Consulter le PDF.

Dynamique des sols – Alain Pecker – Google Books

Traitement de sol par inclusions rigides en zone sismique: How much analysis is enough? Lambert SChatzigogos CTGodoy A — Calibration and validation of a simplified model of nonlinear soil-structure interaction for shallow foundations.

AFPS, Cachanpp. Les capteurs de pression totale V. Profils hydriques dans les sols argileux. Rosa – Partie 3d M. Point sur le GT Sols gonflants H.

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Rosa – Partie 3b M. DavenneAnalysis of seismic response of reinforced concrete frames with macroelement RotterdamProc. Introduction aux Eurocodes pefker R. ChatzigogosComportement sismique des fondations superficielles: Foray to understand the behaviour of piles driven in sand R. Et-sibiliaAnalysis of soil-structure interaction of towers under cyclic loading. Dissler Consulter le PDF. Et-peckerSeismic bearing djnamique of shallow strip foundations on dry soils. Rosa – Partie 2 M. Travaux maritime – Port Point de vue des assureurs G.

Tunnels et ouvrages souterrains en site urbain: Rosa – Partie 3 M. Numerical simulations of structural impact.