Reinforced concrete structural wall modeling by multilayer fiber finite element;Modélisation des murs porteurs en béton armé par éléments finis multicouches

Revue Europeenne des Elements

Volumn 12, Issue 7-8, 2003, Pages 907-932

  Youssef, Belmouden ^a   Abderrahmane, Elharif ^a  

^a Laboratoire de Mécanique et des Matériaux L M M   (Morocco)

Author keywords

Bond slip deformation; Capacity design method; Cyclic non linear analysis; Ductility; Fiber finite element; Flexibility based method; Reinforced concrete; Shear deformation; Structural wall; Trilinear model

Indexed keywords

DESIGN; DUCTILITY; FIBERS; REINFORCED CONCRETE; SHEAR DEFORMATION; WALLS (STRUCTURAL PARTITIONS);

BOND SLIPS; CAPACITY DESIGN; FLEXIBILITY-BASED METHOD; STRUCTURAL WALLS; TRI-LINEAR MODELS;

FINITE ELEMENT METHOD;

EID: 34249818443     PISSN: 12506559     EISSN: None     Source Type: Journal    
DOI: 10.3166/reef.12.907-932     Document Type: Article

References (22)

1. Allahabadi R., DRAIN-2DX, Seismic response and damage assessment for 2D structures, PhD Thesis, University of California, Berkeley, California, 1987.
2. Allahabadi R., Powell G.H., DRAIN-2DX user guide, Report no UCB/EERC-88/06, Earthquake Engineering Res. Ctr., University of California, Berkeley, California, 1988.
3. Bachman H., Dazio A., Lestuzzi P., "Developments in the seismic design of buildings with RC structural walls", Proceedings of the 11th European Conference on Earthquake Engineering, September 6-11, CNIT, Paris La Défense, France 1998.
4. Bazant Z.P., Kim S.S., "Plastic-Fracturing Theory of Concrete", Journal of the Engineering Mechanics Division, June 1979, p. 407-428.
5. Coleman and Enrico Spacone "Localization Issues in Force-Based Elements", Journal of Structural Engineering, vol. 127, no 11, november 2001, p. 1257-1265.
6. D'ambrisi A., Filippou F.C., "Modeling of Cyclic Shear Behavior in RC Members", Journal of Structural Engineering, vol. 125, no 10, October 1999, p. 1143-1150.
7. Dazio A., Wenk T., Bachman H., Versuche an Stahlbetontragwänden unter zyklisch-statisher Einwirkung, Institut für Baustatik und Konstruktion (IBK), ETH Zürich, Bericht Nr. 239, Birkhäuser Verlag Basel, März 1999a.
8. Dazio A., Wenk T., Bachman H., Tests on RC Structural walls under Cyclic-Static Action - Data Collection, Appendix to: IBK Report no 239, March 1999b.
9. Eurocode 8, Auslegung von Bauwerken gegen Erdben, Sammelband Gebäude, SIA V 160.801 (Europäishe Vornorm ENV 1998-1-1 to 3). Schweiz, Ingenieur-und Architekten-Verein, Zürich, 1997.
10. Filippou F.F., D'ambrisi A., Issa A., Non linear static and dynamic analysis of RC subassemblages, Report NoUCB/EERC-92/08, Earthquake Engineering Research Center, College of Engineering, Univ. of California, Berkeley, August 1992.
11. Mestat P., Humbert P., Référentiel de tests pour la vérification de la programmation des lois de comportement dans les logiciels d'éléments finis, Bulletin des Laboratoires des Ponts et Chaussées 230, LCPC, Réf. 4349, Janvier-Février 2001, p. 23-38.
12. Monti G., Spacone E., "Reinforced Concrete Fiber Beam Column Element with Bond Slip", Journal of Structural Engineering, vol. 126 no 6, June 2000, p. 654-661.
13. Neuenhofer A., Filippou F.C., "Evaluation of Nonlinear Frame Finite-Element Models", Journal of Structural Engineering, vol. 123, no 7, July 1997, p. 958-966.
14. Paulay T., Pristley M.J.N., Seismic design of reinforced concrete and masonry buildings, John Wiley & Sons, New York 1992.
15. Prakash V., Powell G.H., DRAIN-2DX, DRAIN-3DX, DRAIN-BUILDING: base program design documentation, Report no UCB/SEMM-93/17, University of California, Berkeley, California, 1993.
16. Ramdan and Ghobarah A., "Analytical Model for Shear-Link Behavior", Journal of Structural Engineering, vol. 121, no 11, November 1995, p. 1574-1597.
17. Saatcioglu M., Salamat A.H., Razvi S.R., "Confined columns under eccentric loading", Journal of Structural Engineering, vol. 121, no 11, November 1995, p. 1547-1555.
18. Salari M., Spacone E., "Finite element formulations of one-dimensional elements with bondslip", Engineering Structures 23, ed. Elsevier, August 2000, p. 815-826.
19. Simons J.W., Powell G.H., "Solution strategies for statically loaded non linear structures", Earthquake engineering research center, Report No EERC 82-22, University of California Berkeley.
20. Spacone E., Filippou F.C., Taucer F.F., "Fiber beam column model for nonlinear analysis of RC frames: Formulation", Earthquake Engrg. Struct., Dyn., 25, 1996, p. 711-725.
21. Taucer F.F., Spacone E., Filippou F.C., A fiber beam-column element for seismic response analysis of RC structures, Report NoUCB/EERC-91/17, Earthquake Engineering Research Center, College of Engineering, Univ. of California, Berkeley, December 1991.
22. Zeris C.A., Mahin S.A., "Behavior of reinforced concrete structures subjected to biaxial excitation", Journal of Structural Engineering, ASCE, 117 (ST9), p. 2657-2673.