Seismic Reliability of RC Frames with Uncertain Drift and Member Capacity
Publication: Journal of Structural Engineering
Volume 125, Issue 9
Abstract
A methodology is presented for the probabilistic assessment of reinforced concrete (RC) frames subjected to seismic loading. Various aspects of structural modeling, including member capacity and stiffness, along with global and member failure criteria during the analysis, are thoroughly investigated and, where appropriate, the uncertainties inherent in these are quantified using appropriate statistical techniques. A statistical description of the critical interstory drift is derived using existing experimental results mainly from shaking table tests of small-scale bare frames. The required number of input motions and the effect of the spatial distribution of the random variables are also considered. An application of this procedure is illustrated by means of producing vulnerability curves for a 10-story, three-bay frame.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Arede, A., and Pinto, A. V. (1996). “Performance of R/C buildings designed for different ductility classes.” Proc., 11th World Conf. on Earthquake Engrg., Pergamon, Tarrytown, N.Y.
2.
Ayyub, B. M., and Lai, K.-L. (1989). “Structural reliability assessment using Latin hypercube sampling.” Proc., 5th Int. Conf. on Struct. Safety and Reliability, ICOSSAR'89, Vol. 2, ASCE, New York, 1177–1184.
3.
Bazzurro, P., and Cornell, C. A. (1994). “Seismic hazard analysis of nonlinear structures. I: Methodology.”J. Struct. Engrg., ASCE, 120(11), 3320–3344.
4.
Bento, R., and Azevedo, J. (1998). “Probabilistic assessment of q factors for irregular structures.” Proc., 6th SECED Conf. on Seismic Des. Practice into the Next Century, A. A. Balkema, Rotterdam, The Netherlands, 435–442.
5.
CEN Technical Committee 250/SC8. (1995). “Eurocode 8: Design provisions for earthquake resistance of structures—Part 1: General rules.” ENV 1998-1-1/2/3, CEN, Brussels, Belgium.
6.
Colangelo, F., Giannini, R., and Pinto, P. E. (1996). “Seismic reliability of reinforced concrete structures with stochastic properties.” Struct. Safety, 18(2/3), 151–168.
7.
Cornell, C. A. (1996). “Reliability-based earthquake-resistant design: The future.” Proc., 11th World Conf. on Earthquake Engrg., Pergamon, Tarrytown, N.Y.
8.
Duffey, T. A., Farrar, C. R., and Goldman, A. (1994). “Low-rise shear wall ultimate drift limits.” Earthquake Spectra, 10(4), 655–674.
9.
Esteva, L., and Ruiz, S. E. (1989). “Seismic failure rates of multistory frames.”J. Struct. Engrg., ASCE, 115(2), 268–284.
10.
Ghobarah, A., Aly, N. M., and El-Attar, M. (1997). “Performance level criteria and evaluation.” Proc., Int. Workshop on Seismic Des. Methodologies for the Next Generation of Codes, 207–215.
11.
Kanaan, A., and Powell, G. H. (1973). “DRAIN-2D: A general purpose computer program for dynamic analysis of inelastic plane structures.” Rep. No. EERC-73/6 and EERC-73/22, Earthquake Engrg. Res. Ctr., University of California at Berkeley.
12.
Kanda, J., Iwasaki, R., Kobayashi, H., and Ellingwood, B. R. (1997). “Probability-based seismic safety evaluation of existing buildings.” Engrg. Struct., 19(9), 708–717.
13.
Kappos, A. J. (1986). “Input parameters for inelastic seismic analysis of R/C frame structures.” Proc., 8th Eur. Conf. on Earthquake Engrg., Vol. 3, 6.1/33–40.
14.
Kappos, A. J. (1991). “Analytical prediction of the collapse earthquake for R/C buildings: Suggested methodology.” Earthquake Engrg. and Struct. Dynamics, 20(2), 167–176.
15.
Kappos, A. J. (1996). “DRAIN-2D/90: Program for the inelastic analysis of structures subjected to seismic input: User's manual.” ESEE Rep. 96/6, Imperial College, London.
16.
Kappos, A. J., Chryssanthopoulos, M. K., and Dymiotis, C. (1998). “Probabilistic assessment of European seismic design practice for confined members.” Eur. Earthquake Engrg., XII(3), 38–51.
17.
Kappos, A. J., Chryssanthopoulos, M. K., and Dymiotis, C. (1999). “Uncertainty analysis of strength and ductility of confined reinforced concrete members.” Engrg. Struct., 21(3), 195–208.
18.
Law, A. M., and Kelton, W. D. (1991). Simulation modeling & analysis, 2nd Ed., Industrial Engineering Series, McGraw-Hill, New York.
19.
Negro, P., Pinto, A. V., Verzeletti, G., and Magonette, G. E. (1996). “PsD test on four-story R/C building designed according to Eurocodes.”J. Struct. Engrg., ASCE, 122(12), 1409–1417.
20.
Otani, S., and Sozen, M. A. ( 1972). “Behavior of multistory reinforced concrete frames during earthquakes.” Civ. Engrg. Studies—Struct. Research Series, 392, University of Illinois, Urbana.
21.
Penelis, G. G., and Kappos, A. J. (1997). Earthquake-resistant concrete structures. E & FN Spon, London.
22.
Priestley, M. J. N., and Calvi, G. M. (1991). “Towards a capacity-design assessment procedure for reinforced concrete frames.” Earthquake Spectra, 7(3), 413–437.
23.
Shahrooz, B. M., and Moehle, J. P. (1987). “Experimental study of seismic response of R.C. setback buildings.” Rep. No. UCB/EERC-87/16, Earthquake Engrg. Res. Ctr., University of California at Berkeley.
24.
Shome, N., Cornell, C. A., Bazzurro, P., and Carballo, J. E. (1998). “Earthquakes, records, and nonlinear responses.” Earthquake Spectra, 14(3), 469–500.
25.
Singhal, A., and Kiremidjian, A. S. (1966). “Method for probabilistic evaluation of seismic structural damage.”J. Struct. Engrg., ASCE, 122(12), 1459–1467.
26.
Tzavelis, C., and Shinozuka, M. (1988). “Seismic reliability of rigid frame structures.”J. Engrg. Mech., ASCE, 114(11), 1953–1977.
27.
Uniform building code. (1997). Vol. 2, Structural engineering design provisions, International Conference of Building Officials, Whittier, Calif.
28.
Vision 2000 Committee. (1995). “Performance based seismic engineering of buildings—Part 2: Conceptual framework.” Structural Engineers Association of California.
Information & Authors
Information
Published In
History
Received: Oct 28, 1998
Published online: Sep 1, 1999
Published in print: Sep 1999
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.