Efficient approaches to finite element analysis in earthquake engineering

Computers and Structures

Volumn 81, Issue 12, 2003, Pages 1223-1239

  Davenne, L ^a   Ragueneau, F ^a   Mazars, J ^b   Ibrahimbegovic, A ^a  

^a Grande Voie des Vignes   (France)

^b LABORATOIRE SOLS SOLIDES STRUCTURES   (France)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE CONSTRUCTION; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; FINITE ELEMENT METHOD;

EARTHQUAKE ENGINEERING;

REINFORCED CONCRETE;

EID: 0037402784     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(03)00038-5     Document Type: Article

References (26)

1. AFPS. Guide AFPS 92 Pour la protection des ponts. Presse de l'ENPC. France. 1995.
2. Armstrong PJ, Frederick CO. A mathematical representation of the multiaxial Bauschinger effect. GEGB Report RD/B/N 731. 1966.
3. Combescure D, Chaudat T. Icons European program seismic tests on R/C walls with uplift; Camus IV specimen. ICONS project, CEA/DRN/DMT report, SEMT/EMSI/RT/00-27/4. 2000.
4. Crémer C. Modélisation du comportement non linéaire des fondations superficielles sous séisme, PhD thesis, Civil Engng, LMT Cachan, ENS Cachan, France. 2001.
5. Crémer C., Pecker A., Davenne L. Cyclic macro-element of soil-structure interaction: material and geometrical nonlinearities. Int. J. Num. Anal. Meth. Geomech. 25:2001;1257-1284.
6. Crémer C, Pecker A, Davenne L. Modelling of non linear dynamic behavior of a shallow strip foundation with macro-element. Earthquake Eng Struct Dyn, in press.
7. Dubé J.F. Modélisation simplifiée et comportement visco-endommageable des structures en béton. PhD thesis, ENS, Cachan. 1994.
8. Gazetas G. Foundations vibrations. Fang H.-Y. Foundation engineering handbook. 1991;Van Nostrand Reinhold, NY. [Chapter 15].
9. Ibrahimbegovic A., Frey F. Finite element analysis of linear and non-linear planar deformations of elastic initially curved beams. Int. J. Num. Meth. Engng. 36:1993;3239-3258.
10. Ibrahimbegovic A., Wilson E.L. A methodology for dynamic analysis of linear structure-foundation systems with local nonlinearities. Earthquake Eng. Struct. Dyn. 19:1991;1197-1208.
11. Ibrahimbegovic A., Wilson E.L. A modified method of incompatible modes. Commun. Appl. Num. Meth. 7:1991;187-194.
12. Kotronis P. Cisaillement Dynamique de Murs en Béton Armé. Modéles Simplifiés 2D et 3D. PhD thesis, ENS, Cachan. 2000.
13. La Borderie Ch. Phénomènes unilatéraux dans un matériau endommageable: modélisation et application à l'analyse de structures en béton. PhD thesis, University of Paris VI. 1991.
14. Léger P., Dussault S. Nonlinear seismic response analysis using vector superposition methods. Earthquake Eng. Struct. Dyn. 20:1991.
15. Lemaitre J., Chaboche J.L. Mechanics of solids material. 1990;Cambridge University Press.
16. Lowes L.N., Moehle J.P. Evaluation and retrofit of beam-column T-joints in older RC bridge structures. ACI Struct. J. 96(4):1999;519-532.
17. Mazars J. A description of micro- and macroscale damage of concrete structures. J. Eng. Fract. Mech. 25(5/6):1986;729-737.
18. Newmark N.M. A method of computation for structural dynamics. ASCE J. Eng. Mech. Div. 85:1959;67-94.
19. Paulay T., Priestley M.J.N. Seismic design of concrete and masonry buildings. 1992;John Wiley & Sons Inc. New-York. 744 p.
20. Pecker A. Analytical formulae for the seismic bearing capacity of shallow strip foundations. Seco e Pinto P.S. Seismic behavior of ground and geotechnical structures. 1997;261-268 Balkema, Rotterdam.
21. Przemieniecky J.S. Theory of matrix structural analysis. 1985;McGraw-Hill, New-York.
22. Ragueneau F., La Borderie Ch., Mazars J. Damage model for concrete like materials coupling cracking and friction, contribution towards structural damping: first uniaxial application. Mech. Cohes. Frict. Mater. 5:2000;607-625.
23. Rashid J.Y.R., Dameron R.A., Dunham R.S. Finite element analysis of reinforced concrete in bridge seismic design practice. ASCE Commitee Report Shing P.B., Tanabé T. Modeling of inelastic behavior of RC structures under seismic loads. 2001;217-233 Structural Engineering Institute. ISBN 0-7844-0553-0.
24. Taylor RL. FEAP: A finite element analysis program, version 5.01 manual. University of California, Berkeley. 1996.
25. Ukritchon B., Whittle A.J., Sloan S.W. Undrained limit analysis for combined loading of strip footings on clay. J. Geotech. Geoenv. Engng. March. 1998;265-276.
26. Zienkiewicz O.C., Talyor R.L. 5th ed The finite element method. Vols. I, II and III:2000;Butterworth Heinemann, Oxford.