Numerical modelling for earthquake engineering: The case of lightly RC structural walls

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 28, Issue 7-8, 2004, Pages 857-874

  Mazars, J ^a   Ragueneau, F ^b   Casaux, G ^b   Colombo, A ^a   Kotronis, P ^a  

^a LABORATOIRE SOLS SOLIDES STRUCTURES   (France)

^b Grande Voie des Vignes   (France)

Author keywords

Beam elements; Damage mechanics; Reinforced concrete; Simplified analysis

Indexed keywords

BEAMS AND GIRDERS; CONCRETE CONSTRUCTION; REINFORCED CONCRETE; WALLS (STRUCTURAL PARTITIONS);

BEAM ELEMENTS; DISCRETIZATION; EARTHQUAKE ENGINEERING;

EARTHQUAKES;

DAMAGE MECHANICS; EARTHQUAKE ENGINEERING; NONLINEARITY; NUMERICAL MODEL; REINFORCED CONCRETE;

EID: 3242768280     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.363     Document Type: Article

References (17)

1. Mazars J. French advanced research on structural walls: an overview on recent seismic programs. Proceedings of the 11th European Conference on Earthquake Engineering, Invited Lectures, Paris, CD-ROM, 1998.
2. Bisch P, Coin A. The 'CAMUS 2000' research. Proceedings of the 12th European Conference on Earthquake Engineering, London, CD-ROM, 2002.
3. PS 92. Règles de construction parasismique. DTU Règles PS92, AFNOR, 1995.
4. Kotronis P, Davenne L, Mazars J. Poutre 3D multifibre Timoshenko pour la modélisation des structures en béton armé soumises à des chargements sévères. Revue Francaise de Génie Civil, 2004, accepted for publication.
5. Guedes J, Pégon P, Pinto A. A fibre Timoshenko Beam Element in CASTEM 2000. Special publication No. 1.94.31, JRC, I-21020 Ispra: Italy, 1994.
6. Lemaitre J, Chaboche JL. Mechanics of Solids Materials. Cambridge University Press: Cambridge, 1990.
7. Armstrong PJ, Frederick CO. A mathematical representation of the multiaxial bauschinger effect. G.E.G.B. Report RD/B/N 731, 1966.
8. La Borderie Ch. Phénomènes unilatéraux dans un matériau endommageable: modélisation et application à l'analyse de structures en béton. Ph.D. Thesis, University of Paris 6, 1991.
9. Dubé JF, Pijaudier-Cabot G, La Borderie Ch. Rate dependent damage model for concrete in dynamics. Journal of Engineering Mechanics 1996; 122(10).
10. Caughey T. Classical normal modes in damped linear systems. Journal of Applied Mechanics 1960; 27:269-271.
11. Mazars J, Ragueneau F. Ultimate behavior of R/C bearing walls: experiment and modelling. In ASCE Commitee, Reports, Modeling of Inelastic Behavior of RC Structures Under Seismic Loads, Shing PB, Tanabé T (eds). ISBN 0-7844-0553-0: 2001; 454-470.
12. Casaux G, Ragueneau F, Mazars J. Multifibre beam element in dynamics: torsional response properties. In VII International Conference on Computational plasticity, COMPLAS 2003, Onate E, Owen JR (eds). CIMNE: Barcelona, 2003.
13. Mazars J. A description of micro- and macroscale damage of concrete structures. Engineering Fracture Mechanics 1986; 25(5/6).
14. Rouquand A, Pontiroli C. Some considerations on implicit damage models including crack closure effects and anisotropic behaviour. In Proceedings FRAMCOS-2, Wittmann FH (ed). AEDIFICATIO Publisher: Freiburg, 1995.
15. Rouquand A, Mazars J. Modèle incluant endommagement et dissipation hysteretique couplée. Internal report CEG- DGA Gramat, France, 2001.
16. Negro P, Colombo A. How reliable are global computer models? Correlation with large-scale tests. Earthquake Spectra 1998; 14(3):441-467.
17. Mazars J, Berthet-Rambaud Ph, Daudeville L, Nicot Fr. Rockfall protection: Impact effects on structures. Analysis and modeling. In ISRM International Symposium on Rock Engineering for Mountain Regions. Funchal, November 25-28th, Dinis da Gama C, Ribeiro e Sousa L (eds). Sociedade Portuguesa de Geotecnia, 2002.