Probabilistic drift limits and performance evaluation of reinforced concrete columns

Journal of Structural Engineering

Volumn 131, Issue 6, 2005, Pages 966-978

  Lu, Yong ^a   Gu, Xiaoming ^a   Guan, Jiong ^a  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

Concrete columns; Drift; Performance evaluation; Probabilistic models; Reliability

Indexed keywords

CONCRETE COLUMNS; DRIFT; PERFORMANCE EVALUATION; PROBABILISTIC MODELS;

COLUMNS (STRUCTURAL); DUCTILITY; EARTHQUAKES; MONTE CARLO METHODS; PROBABILITY; REINFORCED CONCRETE; RELIABILITY; STRAIN; STRUCTURAL ANALYSIS;

CONCRETE CONSTRUCTION;

EID: 20444462648     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:6(966)     Document Type: Article

References (30)

1. Ang, B. G., Priestley, M. J. N., and Park, R. (1981). "Ductility of reinforced concrete bridge piers under seismic loading." Rep. No. 81-3, Dept. of Civil Engineering, Univ. of Canterbury, Christchurch.
2. Bommer, J. J., and Elnashai, A. S. (1999). "Displacement spectra for seismic design." J. Earthquake Eng., 3(1), 1-32.
3. Calvi, G. M., and Kingsley, G. R. (1995). "Displacement based seismic design of multi-degree-of-freedom bridge structures." Earthquake Eng. Struct. Dyn., 24(6), 1247-1266.
4. Corley, W. G. (1966). "Rotational capacity of reinforced concrete beams." J. Struct. Div. ASCE, 92(5), 121-146.
5. Davey, B. E., and Park, R. (1975). "Reinforced concrete piers under seismic loading." Rep. No. 75-3, Dept. of Civil Engineering, Univ. of Canterbury, Christchurch.
6. Dymiotis, C. (1999). "Probability seismic assessment of reinforced concrete buildings with and without masonry infills." PhD thesis, Imperial College of Science, Technology and Medicine.
7. Dymiotis, C., Kappos, A. J., and Chryssanthopoulos, M. K. (1999). "Seismic reliability of RC frames with uncertain drift and member capacity." J. Struct. Eng., 125(9), 1038-1047.
8. European Committee for Standardization (CEN). (1989). EC8 Background Document "Justification note No. 13: Confined concrete constitutive law." EC8 Background Document, CEC DG III/8076/89 EN, Brussels, Belgium, 104-116.
9. European Committee for Standardization (CEN). (1994). "Earthquake resistant design of structures, Part 1-1: General rules and rules for buildings-seismic actions and general requirements for structures." Eurocode 8, Brussels, Belgium.
10. Guan, J., Hao, H., and Lu, Y. (2004). "Generation of displacement response spectra for displacement-based design." Soil Dyn. Earthquake Eng., 24(2), 149-166.
11. Kappos, A. J., Chryssanthopoulos, M. K., and Dymiotis, C. (1999). "Uncertainty analysis of strength and ductility of confined reinforced concrete members." Eng. Struct., 21, 195-208.
12. Kowalsky, M. J. (2000). "Deformation limit states of circular reinforced concrete bridge columns." J. Struct. Eng., ASCE, 126(8), 869-878.
13. Mander, J. B., Priestley, M. J. N., and Park, R. (1984). "Seismic design of bridge piers." Rep. No. 84-2, Dept. of Civil Engineering, Univ. of Canterbury, Christchurch.
14. Mattock, A. H. (1967). "Discussion of 'Rotational capacity of reinforced concrete beams' by Corley W. G." J. Struct. Div. ASCE, 93(2), 519-522.
15. Mirza, S. A., Hatzinkolas, M., and MacGregor, J. G. (1979). "Statistical descriptions of strength of concrete." J. Struct. Div. ASCE, 105(6), 1021-1037.
16. Mirza, S. A., and MacGregor, J. G. (1979a). "Variability of the mechanical properties of reinforcing bars." J. Struct. Div. ASCE, 105(5), 921-937.
17. Mirza, S. A., and MacGregor, J. G. (1979b). "Variations in dimensions of reinforced concrete." J. Struct. Div. ASCE, 105(4), 751-766.
18. Munro, I. R. M., Priestley, M. J. N., and Park, R. (1976). "Seismic behavior of reinforced concrete bridge piers." Rep. No. 76-7, Dept. of Civil Engineering, Univ. of Canterbury, Christchurch.
19. Ng, K. H., Priestley, M. J. N., and Park, R. (1978). "Seismic behavior of circular reinforced concrete bridge piers." Rep. No. 78-14, Dept. of Civil Engineering, University of Canterbury, Christchurch.
20. OES (1995). "Vision 2000: Performance based seismic engineering of buildings." Rep. Prepared by Structural Engineers Association of California, Sacramento, Calif.
21. Oguzhan, B. (1999). "Seismic performance of rectilinearly confined high strength concrete columns." PhD thesis, Univ. of Toronto, Toronto.
22. Park, R., Priestley, M. J. N., and Gill, W. D. (1982). "Ductility of squareconfined concrete columns." J. Struct. Div. ASCE, 108(4), 929-950.
23. Priestley, M. J. N. (2000). "Performance based seismic design. " Proc., 12th World Conf. of Earthquake Engineering, (CD-ROM). Auckland, New Zealand.
24. Priestley, M. J. N., and Kowalsky, M. J. (2000). "Direct displacement-based design of concrete buildings." Bull. N. Z. Soc. Earthquake Engineering, 33(4), 421-444.
25. Priestley, M. J. N., and Park, R. (1987). "Strength and ductility of concrete bridge columns under seismic loading." ACI Struct. J., 84(1), 61-76.
26. Priestley, M. J. N., Park, R., and Potangaroa, R. T. (1981). "Ductility of spirally-confined reinforced concrete columns." J. Struct. Div. ASCE, 107(1), 181-202.
27. Sawyer, H. A. (1964). "Design of concrete frames for two failure states." Proc., Int. Symp, on the Flexural Mechanics of Reinforced Concrete, ASCE-ACI, Miami, Fla., 439-456.
28. Sheikh, S. A., Shah, D. V., and Khoury, S. S. (1994). "Confinement of high-strength concrete columns." ACI Struct. J., 91(1), 100-111.
29. Tolis, S. V., and Faccioli, E. (1999). "Displacement design spectra." J. Earthquake Eng., 3(1), 107-125.
30. Tso, W. K., Zhu, T. J., and Heidebrecht, A. C. (1992). "Engineering implication of ground motion A/V ratio." Soil Dyn. Earthquake Eng., 11, 133-144.