A fibre finite beam element with section shear modelling for seismic analysis of RC structures

Journal of Earthquake Engineering

Volumn 2, Issue 3, 1998, Pages 443-473

  Ranzo, Giulio ^a   Petrangeli, Marco ^b  

^a UNIVERSITY OF CALIFORNIA   (United States)

^b SAPIENZA UNIVERSITY OF ROME   (Italy)

Author keywords

Fibre finite elements; Flexural ductility; Shear strength

Indexed keywords

EID: 0032337349     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632469809350330     Document Type: Article

References (24)

1. ACI [1989] ACI 318/89 — Building Code Requirements for Reinforced Concrete Structures, American Concrete Institute, Detroit, Michigan.
2. Ang, B. G., Priestley, M. J. N., Paulay, T. [1989] — “Seismic shear strength of circular reinforced concrete columns,” ACI Structural Journal 86 (1), 45-59.
3. ATC-6 [1981] Applied Technology Council. Seismic Design Guidelines for Highway Bridges (Berkeley, California).
4. Bazant, Z. and Bhat, P. D. [1977] “Prediction of hysteresis of reinforced concrete members,” JStruct. Engrg. ASCE 103, 153-166.
5. Benzoni, G., Ohtaki, T. and Priestley, M. J. N [1996] Seismic Performance of Full Scale Bridge Column — As Built and As Repaired (Univeristy of California San Diego, SSRP 96/04).
6. Collins, M. P. [1978] ‘Towards a rational theory for reinforced concrete members in shear,” Proceedings ASCE, Vol. 104, No. ST4.
7. EC8 [1994] Eurocode 8. Design Provisions for Earthquake Resistance of Structures, ENV 1993-2, Comite European de Normalization, Brussells.
8. Garstka, B., Kratzig, W. B. and Stangenberg, F. [1993] “Damage assessment in cyclically loaded reinforced concrete members,” in Structural Dynamics, EURODYN ’93, Moan Ed. (Balkema, Rotterdam), Vol. 1, pp. 121-128.
9. Kaba, S. A. and Mahin, S. A. [1984] Refined Modelling of Reinforced Concrete Columns for Seismic Analyses. University of California at Berkeley, Earthquake Engineering Research Center report 84/03.
10. Mahasuverachi, M. and Powell, G. H. [1982] Inelastic Analysis of Piping and Tubular Structures. University of California at Berkeley, Earthquake Engineering Research Center report 82/27.
11. Minami, K. and Wakabayashi, M. [1981] “Rational analysis of reinforced concrete columns,” in IABSE Colloquium on ‘Advanced Mechanics of Reinforced Concrete’, Delft 1981.
12. Ozcebe, G. and Saatcioglu, M. [1989] “Hysteretic shear model for reinforced concrete members,” J. Struct. Engrg. ASCE 115.
13. Petrangeli, M. [1996] “Modelli numerici per strutture monodimensionali in cemento armato,” Dissertation, University of Rome “La Sapienza”, Italy.
14. Petrangeli, M. and Ciampi, V. [1997]. “Equilibrium based numerical solutions for the nonliner beam problem,” Int. J. Num. Mets. in Engrg. 40, 423-437.
15. Petrangeli, M., Pinto, P. E. and Ciampi, V. [1997] “Towards a formulation of a fibre model for elements under cyclic bending and shear,” Proc. Fifth SEDEC Conference on European Seismic Design Practice, Chester (UK), Oct. 1995 (Ed. Balkema, Rotterdam).
16. Petrangeli, M. and Pinto, P. E. [1997] “Finite element modelling of the Hanshin viaduct failure in Kobe,” Proc. second Italy-Japan Workshop on Seismic Design and Retrofit of Bridges, Rome, Feb. 1997.
17. Pinto, A. V., Verzeletti, G., Negro, P. and Guedes, J. [1995] “Cyclic testing of a squat bridge pier,” in European Laboratory for Structural Assessment, Report EUR 16247 EN.
18. Priestley, M. J. N., Verma, R. and Xiao, Y. [1994] “Seismic shear strength of reinforced concrete columns,” J. Struct. Engrg. ASCE 120.
19. Priestley, M. J. N., Seible, F., Verma, R. and Xiao, Y. [1993] Seismic Shear Strength of Reinforced Columns, University of California san Diego, SSRP 93/06.
20. Sfakianakis, M. G. and Fardis, M. N. [1991] “RC column model .for inelastic seismic response analysis in 3D,” J. Struct. Engrg. ASCE 117.
21. Spacone, E., Ciampi, V. and Filippou, F.C. [1992] A Beam Element for Seismic Damage Analysis, University of California at Berkeley, Earthquake Engineering Research Center report 92/08.
22. UBC [1988] Uniform Building Code, International Conference of Building Officials, Whittier, California, USA.
23. Watanabe, F. and Ichinose, T. [1991] “Strength and ductility design of RC members subjected to combined bending and shear,” Proc. Workshop on Concrete Shear in Earthquake, University of Houston, Texas, pp. 429-438.
24. Yang, B. L., Dafalias, Y. F. and Herrmann, L. R. [1985] “A bounding surface plasticity model for concrete,” J. Engrg. Mechanics, ASCE 111.