Seismic design in reinforced concrete

The state of the art in New Zealand

  • T. Paulay University of Canterbury, Christchurch, New Zealand

Abstract

Highlights of the evolution over the past two decades of a seismic design strategy, used in New Zealand for reinforced concrete buildings, are reviewed. After a brief outline of some philosophical concepts of the capacity design methodology, the main features of its application with respect to ductile rigid jointed frames, structural walls and hybrid structural systems are sketched. Another aim of this strategy, complementary to ductility requirements, is to strive for high quality in detailing. Numerous examples are presented to illustrate how this can be achieved. A specific intent of this state of the art review is to report on features of design and detailing which are considered to have originated primarily in New Zealand.

References

Adriano, T. and Park, R. 1986. Seismic design considerations of the properties of New Zealand manufactured steel reinforcing bars. Bulletin NZNSEE, 19(3): 213-246.

American Concrete Institute. 1983. Building code requirements for reinforced concrete. ACI 318-83. Detroit.

Beckingsale, C.W. 1980. Post elastic behaviour of reinforced concrete beam-column joints. Research Report 80-20, Department of Civil Engineering, University of Canterbury.

Blakeley, R.W.G., Megget, L.M. and Priestley, M.J.N. 1975. Seismic performance of two full size reinforced concrete beam-column joints. Bulletin NZNSEE, 8(1): 38-69.

Buchanan, A.H. 1979. Diagonal reinforcing for ductile frames. Bulletin NZNSEE, 12(4): 346-356.

Budino, B. and Fenwick, R.C. 1986. The hysteretic response of reinforced concrete structures under seismic loading. Report No. 412. Department of Civil Engineering, University of Auckland.

Canadian standards Association. 1984. Design of concrete structures for buildings. CSA A23.3-1984. Ottawa.

Comite Euro-International du Beton. 1983. Model code for seismic design of concrete structures. Bulletin d'information. 160.

Fenwick, R.C. and Irvine, H.M. 1977. Reinforced concrete beam-column joints for seismic loading. Bulletin NZNSEE, 10(3) :121-128 AND 10(4) :174-185.

Fenwick, R.C. and Thom, C.W. 1982. Shear deformation of reinforced concrete beams subjected to inelastic cyclic loading. School of Engineering Report No. 279. University of Auckland.

Fenwick, R.C. 1983. Strength degradation of concrete beams under cyclic loading. Bulletin NZNSEE, Bulletin NZNSEE,

Goodsir, W. J., Paulay, T. and Carr, A.J. 1983. A study of the inelastic seismic response of reinforced concrete coupled frame shear wall structures. Bulletin NZNSEE, 16(3): 185-200.

Hanson, N.W. and Conner, H.W. 1967. Seismic resistance of reinforced concrete beam-column joints. Journal of the structural division, Proceedings of the American Society of Civil Engineers, 93(ST5): 533-560.

International Association for Earthquake Engineering. 1984. Earthquake resistant regulations. Tokyo.

International Conference of Building Officials. 1982. Uniform building code. Chapter 23, Section 2312: Earthquake regulations. Whittier. California.

Kent, D.C., and Park, R. 1971. Inelastic behaviour of reinforced concrete members with cyclic loading. Bulletin NZNSEE, 4(1): 108-127.

Mander, J.B., Priestley, M.J.N. and Park, R. 1983. Behaviour of ductile hollow reinforced concrete columns. Bulletin NZNSEE, 16(4): 273-290.

Milburn, J.R. 1982. Behaviour of beam-column joints designed to NZS 3101. Research Report 82-7. Department of Civil Engineering, University of Canterbury.

Mestyanek, J.M. 1986. The earthquake resistance of reinforced concrete structural walls of limited ductility. Master of Engineering thesis. University of Canterbury.

New Zealand National Society for Earthquake Engineering. 1977. Papers resulting from deliberations of the Society's discussion group on seismic design of ductile moment resisting reinforced concrete frames. Bulletin NZNSEE, 9(4) :69-105.

Oesterle, R.G., Fiorato, A.E., Aristizabal-Ochoa, J.D. and Corley, W.G. 1980. Hysteretic response of reinforced concrete structural walls. Reinforced concrete structures subjected to wind and earthquake forces. American Concrete Institute, Publication SP-63:243-273.

Park, R and Sampson, R.A. 1972. Ductility of reinforced concrete column sections in seismic design. Journal of the American Concrete Institute, 69(9) :543-551.

Park, R and Norton, J.A. 1974. Effects of confining reinforcement on the flexural ductility of rectangular reinforced concrete columns with high strength steel. Symposium on design and safety of reinforced concrete compression members, International Association for Bridge and Structural Engineering, Quebec:267-275.

Park, R, and Paulay, T. 1975. Reinforced concrete structures. John Wiley and Sons, New York. DOI: https://doi.org/10.1002/9780470172834

Park, R and Leslie, P.D. 1977. Curvature ductility of circular reinforced concrete columns confined by the ACI spiral. 6th Australasian Conference on the mechanics of structures and materials, 1:342-349.

Park, R. and Priestley, M.J.N. 1980. Code provisions for confining steel in potential plastic hinge regions of columns in seismic design. Bulletin NZNSEE, 13(1); 60-70.

Park, R. 1981. Review of code developments for earthquake resistant design of concrete structures in New Zealand. Bulletin NZNSEE, 14(4) :177-208.

Park. R., Priestley, M.J.N. and Gill, W.O. 1982. Ductility of square confined concrete columns. Journal of structural division, Proceedings of American Society of Civil Engineers, 108(ST4) :929-950.

Park, R. and Milburn, J.C. 1983. Comparison of recent New Zealand and United states seismic design provisions for reinforced concrete beam-column joints and test results from four units designed according to the New Zealand Code. Bulletin NZNSEE, 16(1): 3-24.

Paulay, T. 1979. Developments in the design of ductile reinforced concrete frames. Bulletin NZNSEE, 12(1):35-48.

Paulay, T. and Williams, R.L. 1980. The analysis and design of and the evaluation of design actions for reinforced concrete ductile shear walls. Bulletin NZNSEE, 13(2) :108-143.

Paulay, T. 1982. Lapped splices in earthquake-resisting columns. Journal of the American Concrete Institute, 79(6) :458-469.

Paulay, T., Priestley, M.J.N. and Synge, A .J. 1982. Ductility of earthquake resisting squat shear walls. Journal of the American Concrete Institute, 79(4):257-269.

Paulay, T. and Park, R. 1984. Joints in reinforced concrete frames designed for earthquake resistance. Research Report 84-9, Department of Civil Engineering, University of Canterbury.

Paulay, T. and Goodsir, W.J. 1985. The ductility of structural walls. Bulletin NZNSEE, 18(3) :250-269.

Paulay, T. 1986. A critique of the special provisions for seismic design of the building code requirements for reinforced concrete (ACI318-83). Journal of the American Concrete Institute, 83(2): 274-283.

Priestley, M.J.N., Park, R. and Potangaroa, R.T. 1981. Ductility of spirally reinforced columns. Journal of Structural Division, Proceedings of American Society of Civil Engineers, 107(ST1) :181-202.

Priestley, M.J.N. and Park, R. 1987. Strength and ductility of concrete bridge columns under seismic loading. American Concrete Institute Structural Journal, 84(1) :61-76.

Scott, B.D., Park, R. and Priestley, M.J.N. 1982. Stress-strain behaviour of concrete confined by overlapping hoops at low and high strain rates. Journal of the American concrete Institute, 79(1):13-27.

Standards Association of New Zealand. 1982. Code of practice for the design of concrete structures. NZS 3101 : Part 1 and 2. Wellington.

Standards Association of New Zealand. 1984. Code of practice for general structural design and design loadings for buildings. NZS 4203. Wellington.

Thurston, S.J. 1972. Cyclic load testing of three haunched reinforced concrete beam-column assemblies. Bulletin NZNSEE, 15(3) :141-154.

Zahn, F.A., Park, R., Priestley, M.J.N. and Chapman, H.E. 1986. Development of design procedures for the flexural strength and ductility of reinforced concrete bridge columns. Bulletin NZNSEE, 19(3) :200-212. DOI: https://doi.org/10.5459/bnzsee.19.3.200-212

Published
1988-09-30
How to Cite
Paulay, T. (1988). Seismic design in reinforced concrete. Bulletin of the New Zealand Society for Earthquake Engineering, 21(3), 208-232. https://doi.org/10.5459/bnzsee.21.3.208-232
Section
Articles

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