An assessment of parameters describing the response of a reinforced concrete beam
DOI:
https://doi.org/10.5459/bnzsee.35.1.1-16Abstract
This paper outlines the background to a variety of parameters that are considered in order to establish their suitability as performance descriptors. This assessment is made in conjunction with data collected from twelve tests on nominally identical beam plastic hinges that were tested using different loading histories. Candidate descriptors are categorised as those that consider displacements and those based on damage. A suite of damage indices is also considered. Preliminary comments are made regarding the response comparison of tests conducted using different loading histories.
References
Applied Technology Council. (1989). “Procedures for Post-earthquake Safety Evaluation of Buildings." Report ATC-20.
Banon, H., and Veneziano, D. (1982) "Seismic Safety of Reinforced Concrete Members and Structures" Earthquake Engineering and Structural Dynamics, 10, pp. 179-193. DOI: https://doi.org/10.1002/eqe.4290100202
Bracci, J. M., Reinhorn, A. M., Mander, J. B., and Kunnath, S. K. (1989) "Deterministic Model for Seismic Damage Evaluation of Reinforced Concrete Structures" Technical Report NCEER, 89-0033.
Carr, A J. (1998) "Ruaumoko-Program for Inelastic Dynamic Analysis", Dept. of Civil Engineering, University of Canterbury.
Cosenza, E., Manfredi, G., and Ramasco, R. (1993) "The Use of Damage Functionals in Earthquake Engineering: A Comparison Between Different Methods" Earthquake Engineering and Structural Dynamics, 22, pp. 855-868. DOI: https://doi.org/10.1002/eqe.4290221003
Darwin, D., and Nmai, C. (1986) "Energy Dissipation in RC Beams Under Cyclic Load" ASCE Journal of Structural Engineering, 112(8), pp. I829-1846.
Emori, K., and Schnobrich, W. C. (1978) "Analysis of Reinforced Concrete Frame-Wall Structures for Strong Motion Earthquakes", Civil Engineering Studies, Structural Research Series No. 434, University of Illinois, Urbana, Illinois.
Fang, I.-K., Wang, C.-S., and Hong, K.-L. (1994). "Cyclic Behaviour of High Strength Concrete Short Beams with Lower Amount of Flexural Reinforcement." ACI Structural Journal, 91(1), pp. 10-18.
Gosain, N. K., Brown, R. H., and Jirsa, J. 0. (1977) "Shear Requirements for Load Reversals on RC Members" ASCE Journal of the Structural Division, 103(ST7), pp. 1461-1476.
Hwang, T. H., and Scribner, M. (1984) "RC Member Cyclic Response During Various Loadings" ASCE Journal of Structural Engineering, 110(3), pp. 477- 489. DOI: https://doi.org/10.1061/(ASCE)0733-9445(1984)110:3(477)
Ingham J. M., Liddell, D., and Davidson, B. J. (2001) "Influence of Loading History on the Response of a Reinforced Concrete Beam" Bulletin of the New Zealand National Society of Earthquake Engineering, 34(2), pp. 107-124. DOI: https://doi.org/10.5459/bnzsee.34.2.107-124
Kawashima, K. (1994) "Seismic Design Force of Bridges" Proceedings of the Second International Workshop on Seismic Design and Retrofitting of Reinforced Concrete Bridges, pp. 25-56.
Kinugasa, H., and Nomura, S. (1992) "Characteristics of Fatigue Damage for Reinforced Concrete Beams Under Reversed Loading" 10th World Conference on Earthquake Engineering, Madrid, Spain, 6, pp. 3083-3088.
Krawinkler, H. (1996) "Cyclic Loading Histories for Seismic Experimentation on Structural Components" Earthquake Spectra, 12(1), pp. 1-12. DOI: https://doi.org/10.1193/1.1585865
Kunnath, S. K., El-Bahy, A., Taylor, A., and Stone, W. (I 997) "Cumulative Seismic Damage of Reinforced Concrete Walls Under Load Reversals" Technical Report NCEER, 97-0006.
Kunnath, S. K., Reinhorn, A. M., and Lobo, R. F. (1992). "IDARC Version 3.0: A Program for the Inelastic Damage Analysis of Reinforced Concrete Structures." Technical Report NCEER, 92-0022.
Lefas, I. D., and Kotsovos, M. D. (1990) "Strength and Deformation Characteristics of Reinforced Concrete Walls Under Load Reversals" ACI Structural Journal, 87(6), pp. 716-726.
Leon, R. T., and Deierlein, G. G. (1996) "Considerations for the Use of Quasi-Static Testing" Earthquake Spectra, 12(1), pp. 87-110. DOI: https://doi.org/10.1193/1.1585869
Liddell, D. (2000) "Influence of Loading History on Ultimate Displacement of Concrete Structures", ME Thesis, Department of Civil and Resource Engineering, University of Auckland.
Mander, J. B., and Dutta, A. (1998). "Capacity Design and Fatigue Analysis of Confined Concrete Columns." Technical Report - MCEER, 98-0007.
Park, R. (1989) "Evaluation of Ductility of Structures and Structural Assemblages from Laboratory Testing" Bulletin of the New Zealand National Society of Earthquake Engineering, 22(3), pp. 155-166. DOI: https://doi.org/10.5459/bnzsee.22.3.155-166
Park, Y.-J., and Ang, A. H.-S. (1985) "Mechanistic Seismic Damage Model for Reinforced Concrete" ASCE Journal of Structural Engineering, 111(4), pp. 722-739. DOI: https://doi.org/10.1061/(ASCE)0733-9445(1985)111:4(722)
Paulay, T., and Priestley, M. J. N. (1992) "Seismic Design of Reinforced Concrete and Masonry Buildings" John Wiley and Sons Ltd, New York, 744p. DOI: https://doi.org/10.1002/9780470172841
Porter, M. L., and Tremel, P. M. (1987) "Sequential Phased Displacement Procedure for TCCMAR Testing" Third Meeting of the Joint Technical Coordinating Committee on Masonry Research, US-Japan Coordinated Earthquake Research Program, Sapporo, Japan.
Powell, G. H., and Allahabai, R. (1988) "Seismic Damage Prediction by Deterministic Methods: Concepts and Procedures" Earthquake Engineering and Structural Dynamics, 16, pp. 719-734. DOI: https://doi.org/10.1002/eqe.4290160507
Roufaiel, M. S. L., and Meyer, C. (1987) "Analytical Modeling of Hysteretic Behavior of R/C Frames" Journal of Structural Engineering, ASCE, 113(3), pp. 429-444. DOI: https://doi.org/10.1061/(ASCE)0733-9445(1987)113:3(429)
Scribner, C. F., and Wight, J. K. (1980). "Strength Decay in Reinforced Concrete Beams Under Load Reversals." ASCE Journal of the Structural Division, 106(ST4), pp. 861-875.
Shimazu, T., and Mollick, A. A. (1991) "Vertical Load-Carrying Capacity of Continuous Columns in Multistorey Reinforced Concrete Frames Subjected to Lateral Loading Reversals" ACI Structural Journal, 88(3), pp. 359-370.
Takeda, T., Sozen, M. A., and Nielsen, N. N. (1970). "Reinforced Concrete Responses to Simulated Earthquakes." Journal of the Structural Division, ASCE, 96(ST12), pp. 2557-2573.
Tomazevic, M., and Lutman, M. (1996). "Seismic Behaviour of Masonry Walls: Modeling of Hysteretic Rules." ASCE Journal of Structural Engineering, 122(9), pp. 1049-1054.
Tomazevic, M., Lutman, M., and Petkovic, L. (1996). "Seismic Behaviour of Masonry Walls: Experimental Simulation." ASCE Journal of Structural Engineering, 122(9), pp. 1040-1047. DOI: https://doi.org/10.1061/(ASCE)0733-9445(1996)122:9(1040)
Williams, M. S., and Sexsmith, R. G. (1995). "Seismic Damage Indices for Concrete Structures: A State-of- the-Art Review." Earthquake Spectra, 11(2), pp. 319-349. DOI: https://doi.org/10.1193/1.1585817
Williams, M. S., Villemure, I., and Sexsmith, R. G. (1997). "Evaluation of Seismic Damage Indices for Concrete Elements Loaded in Combined Shear and Flexure." ACI Structural Journal, 94(3), pp. 315-322.
