Influence of capacity design method on the seismic response of r/c columns

Journal of Earthquake Engineering

Volumn 1, Issue 2, 1997, Pages 341-399

  Kappos, A J ^a  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

Capacity design; Inelastic analysis; Reinforced concrete buildings; Seismic assessment

Indexed keywords

EID: 21744450258     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632469708962372     Document Type: Article

References (27)

1. ASCE [1985] American Society of Civil Engineers, “Design of structures to resist nuclear weapon effects,” ASCE Manual No. 42, New York.
2. Carvahlo, E. C. [1995] “Prenormative research in support of Eurocode 8,” Proc. 5th SECED Conf. on European Seismic Design Practice (Balkema, 1995), pp. 43-50.
3. CEB [1985] “Model code for seismic design of concrete structures,” CEB Bull, d’ Inf., 165.
4. CEB TG III/6 [1994] “Behavior and analysis of reinforced concrete structures under alternate actions inducing inelastic response — Vol. 2: Frame members,” CEB Bull d’ Inf. 220.
5. CEN [1995] Techn. Comm. 250/SC8, Eurocode 8: Earthquake Resistant Design of Structures — Part 1: General Rules (ENV 1998-1-1/2/3).
6. Colangelo, F., Giannini, R. and Pinto, P. E. [1995] “Seismic reliability analysis of R/C structures with stochastic properties,” Structural Safety 18(2/3), 151-168.
7. Dolce, M. and Evangelista, L. [1990] “A critical appraisal of the seismic code provisions for capacity design of R/C buildings,” Proc. 9th European Conference on Earthquake Engineering A10, pp. 13-22.
8. Dolce, M. and Evangelista, L. [1991] “Calibrazione della resistenza dei pilastri per una corretta risposta sismica degli edifici,” Proc. 5th Italian Conference on Earthquake Engineering pp. 701-710.
9. French, C. W. and Boroojerdi, A. [1989] “Contribution of R/C floor slabs in resisting lateral loads,” J. Structural Engineering, ASCE 115, 1-18.
10. ICBO [1994] Int. Conf. Of Building Officials, Uniform Building Code — 1994 Edition, Vol. 2: Structural Engineering Design Provisions Whittier, California.
11. Kanaan, A. and Powell, G. H. [1973] “DRAIN-2D: A general purpose computer program for dynamic analysis of inelastic plane structures,” Rep. EERC-73/6 and EERC-73/22, Univ. of California, Berkeley (revised Sep. 1973 and Aug. 1975).
12. Kappos, A. J. [1986] “Input parameters for inelastic seismic analysis of R/C frame structures," Proc. of 8th European Conference on Earthquake Engineering 3, 6.1/33-40.
13. Kappos, A. J. [1990] “Sensitivity of calculated inelastic seismic response to input motion characteristics,” Proc. 4th US Nat. Conf. on Earthquake Engineering 2, pp. 25-34.
14. Kappos, A. J. [1991] “Analytical prediction of the collapse earthquake for R/C buildings: Suggested methodology,” Earthquake Engineering and Structural Dynamics 20, 167-176.
15. Kappos, A. J. [1992] “DRAIN-2D/90: A microcomputer program for the inelastic dynamic analysis of plane structures subjected to seismic loading,” Rep. of the Lab. Of Concrete Structures, Dept, of Civil Engng. Aristotle Univ. of Thessaloniki.
16. Kappos, A. J. and Antoniades, K. [1995] “Seismic performance assessment of R/C buildings designed to the 1994 Eurocode 8,” Proc. 5th SECED Conf. on European Seismic Design Practice (Balkema, 1995), pp. 349-357.
17. Park, R. and Paulay, T. [1975] Reinforced Concrete Structures (J. Wiley Ic Sons, New York).
18. Paulay, T. [1979] “Developments in the design of ductile reinforced concrete frames,” Bull, of the NZNSEE 12(1), 35-48.
19. Paulay, T. [1986] “A critique of the special provisions for seismic design of the building code requirements for reinforced concrete (ACI 318-83),” J. of the ACI 83, 274-283.
20. Paulay, T. and Priestley, M. J. N. [1992] Seismic Design of Reinforced Concrete and Masonry Buildings (J. Wiley k Sons, New York).
21. Penelis, G. G. and Kappos, A. J. [1996] Earthquake-resistant Concrete Structures (E & FN SPON/Chapman & Hall, London).
22. Pinto, P. E. [1992] “Earthquake resistant design: Research developments in basic and in normative research,” Proc. 10th World Conf. on Earthquake Engineering 11 (Balkema, 1994), pp. 6597-6611.
23. Pinto, P. E., Colangelo, F. and Giannini, R. [1995] “Stochastic linearization technique for the calibration of capacity design factors of R/C frames,” in Festschrift Prof. Bachmann — IBK Zurich pp. 96-102.
24. SANZ (1982) Standards Association of New Zealand, “(a) Code of practice for the design of concrete structures (NZS 3101 — Part 1: 1982); (b) Commentary on code of practice for the design of concrete structures (NZS 3101 — Part 2: 1982),” Wellington.
25. SEAOC [1966] Seismology Committee, “Recommended lateral force requirements and commentary,” SEAOC, San Francisco, Calif.
26. Suzuki, N., Otani, S. and Kobayashi, Y. [1984] “Three-dimensional beam-column subassemblages under bidirectional earthquake loading,” Proc. 8th World Conference on Earthquake Engineering VI, pp. 453-460.
27. Zahn, F. A., Park, R. and Priestley, M. J. N. [1989] “Strength and ductility of square reinforced concrete column sections subjected to biaxial bending,” ACI Struct. Journal 86(2), 123-131.