Seismic Fragility of RC Structural Walls: Displacement Approach
Publication: Journal of Structural Engineering
Volume 127, Issue 2
Abstract
The Bayesian parameter estimation technique is used to develop probabilistic displacement capacity and demand models for reinforced concrete (RC) structural walls. These models are used to assess the seismic fragility of an example RC structural wall. Experimental data are used to develop the capacity model, and nonlinear dynamic analysis is employed to develop the demand model. In the course of developing the capacity model, probabilistic models are also developed for the plastic hinge length, the maximum usable strain of confined concrete including the effect of strain concentration, and the cyclic curvature capacity of the cross section of the wall. The probabilistic models developed in this paper are applicable to a large class of RC structural walls.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Ang, A. H.-S., and Tang, W.-H. ( 1975). Probability concepts in engineering planning and design, Vol. I—Basic principles, Wiley, New York.
2.
Box, G. E. P., and Tiao, G. C. ( 1992). Bayesian inference in statistical analysis, Addison-Wesley, Reading, Mass.
3.
Corley, W. G. (1966). “Rotational capacity of reinforced beams.”J. Struct. Div., ASCE, 92(10), 121–146.
4.
Der Kiureghian, A. (1989). “Measures of structural safety under imperfect states of knowledge.”J. Struct. Engrg., ASCE, 115(5), 1119–1140.
5.
Der Kiureghian, A. ( 1990). “Bayesian analysis of model uncertainty in structural reliability.” Proc., 3rd IFIP WG 7.5 Conf., Reliability and Optimization of Struct. Sys., Lecture Notes in Engrg. 61, A. Der Kiureghian and P. Thoft-Christensen, eds., Springer Verlag, Berlin, 211–222.
6.
Der Kiureghian, A. ( 1999). “A Bayesian framework for fragility assessment.” Proc., 8th Int. Conf. on Applications of Statistics and Probability (ICASP) in Civ. Engrg. Reliability and Risk Analysis, R. E. Melchers and M. G. Stewart, eds., Vol. 2, 1003–1010.
7.
Ditlevsen, O., and Madsen, H. O. ( 1996). Structural reliability methods, Wiley, New York.
8.
Ellingwood, B. ( 1983). “Probabilistic codified design.” Lecture Notes for short course on structural reliability: Theory and applications, University of California, Berkeley, Calif.
9.
Fajfar, P. ( 1992). “Equivalent ductility factors, taking into account low-cycle fatigue.” Earthquake Engrg. and Struct. Dyn., 21, 837–848.
10.
Geyskens, P., Der Kiureghian, A., and Monteiro, P. ( 1993). “BUMP: Bayesian updating of model parameters.” Rep. UCB/SEMM-93/06, Struct. Engrg., Mech. and Mat., Dept. of Civ. Engrg., University of California, Berkeley, Calif.
11.
International Conference of Building Officials (ICBO). ( 1997). Uniform building code, volume 2. Whitier, Calif.
12.
Kaar, P. H., Fiorato, A. E., Carpenter, J. E., and Corley, W. G. ( 1976). “Confined concrete in compression zones of structural walls designed to resist lateral loads due to earthquakes.” Proc., Int. Symp. on Earthquake Struct. Engrg., 1207–1218.
13.
Liu, P.-L., Lin, H.-Z., and Der Kiureghian, A. ( 1989). “CALREL user manual.” Rep. No. UCB/SEMM-89/18, Struct. Engrg., Mech. and Mat., Dept. of Civ. Engrg., University of California, Berkeley, Calif.
14.
MacGregor, J. G. ( 1976). “Safety and limit state design for reinforced concrete.” Can. J. Civ. Engrg., Ottawa, 3(4), 484–513.
15.
Mattock, A. H. 1967. “Discussion of `Rotational capacity of reinforced concrete beams,' by W. G. Corley.” J. Struct. Div., ASCE, 93(2), 519–522.
16.
Mirza, S. A., MacGregor, J. G., and Hatzinikolas, M. (1979). “Statistical description of strength of concrete.”J. Struct. Div., ASCE, 105(5), 1021–1037.
17.
Mirza, S. A., and MacGregor, J. G. (1979). “Variability of mechanical properties of reinforcing bars.”J. Struct. Div., ASCE, 105(5), 921–937.
18.
Oesterle, R. G. ( 1986). “Inelastic analysis for in-plane strength of reinforced concrete shear walls.” PhD dissertation, Northwestern University, Evanston, Ill.
19.
Oesterle, R. G., Fiorato, A. E., Johal, L. S., Carpenter, J. E., Russell, H. E., and Corley, W. G. ( 1976). Earthquake resistance structural walls—tests of isolated walls, Construction Technology Laboratories, PCA, Skokie, Ill.
20.
Park, R., Priestley, M. J. N., and Gill, W. D. (1982). “Ductility of square-confined concrete columns.”J. Struct. Div., ASCE, 108(4), 929–950.
21.
Park, Y. J., and Ang, A. H.-S. (1985). “Mechanistic seismic damage model for reinforced concrete.”J. Struct. Engrg., ASCE, 111(4), 722–739.
22.
Paulay, T., and Priestley, M. J. N. ( 1992). Seismic design of reinforced concrete and masonry buildings, Wiley, New York.
23.
Prakash, V., Powell, G. H., and Campbell, S. ( 1993). “Drain-2DX base program description and user guide.” Rep. UCB/SEMM-93/17, Struct. Engrg., Mech. and Mat., Dept. of Civ. and Envir. Engrg., University of California, Berkeley, Calif.
24.
Sasani, M. ( 1998). “A two-level performance-based design of reinforced concrete structural walls.” Proc., 6th U.S. Nat. Conf. on Earthquake Engrg.
25.
Sasani, M., and Anderson, D. L. ( 1996). “Displacement-based design versus force-based design for structural walls.” Proc., 11th World Conf. on Earthquake Engrg.
26.
Sozen, M. A. ( 1981). “Review of earthquake response of RC buildings with a view to drift control.” Proc., 7th World Conf. on Earthquake Engrg., 383–418.
27.
Thomsen, J. C., IV, and Wallace, J. W. ( 1995). “Displacement-based design of RC structural walls: An experimental investigation of walls with rectangular and T-shape cross-sections.” Rep. CU/CEE-95/06, Dept. of Civ. Engrg., Clarkson University, Potsdam, N.Y.
28.
Vallenas, J. M., Bertero, V. V., and Popov, E. P. ( 1979). “Hysteretic behavior of reinforced concrete structural walls.” Rep. UCB/EERC-79/20, Earthquake Engineering Research Center, University of California, Richmond, Calif.
Information & Authors
Information
Published In
History
Received: Jun 6, 2000
Published online: Feb 1, 2001
Published in print: Feb 2001
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.