Brief comments on elastic flexibility of reinforced concrete frames and significance to seismic design

Bulletin of the New Zealand National Society for Earthquake Engineering

Volumn 31, Issue 4, 1998, Pages 246-259

  Priestley, M J N ^a  

^a UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDING CODES; COLUMNS (STRUCTURAL); CONCRETE BEAMS AND GIRDERS; DUCTILITY; ELASTICITY; REINFORCED CONCRETE; STIFFNESS; STRAIN; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES; YIELD STRESS;

ELASTIC FLEXIBILITY; YIELD CURVATURE;

EARTHQUAKE RESISTANCE;

EID: 0032299593     PISSN: 01100718     EISSN: None     Source Type: Journal    
DOI: 10.5459/bnzsee.31.4.246-259     Document Type: Review

References (29)

1. Priestley, M.J.N., Seible, F., and Calvi, G.M. (1996), Seismic Design and Retrofit of Bridges, John Wiley & Sons, NY, 686pp.
2. Priestley, M.J.N., and Kowalsky, M.J. (1998), Aspects of Drift and Ductility Capacity of Rectangular Cantilever Structural Walls, Bulletin, NZNSEE, June ,pp 73-85.
3. SANZ (1995) NZS3101: 1995 - Concrete Structures Standard, Standards New Zealand, Wellington [2 Vols: Code & commentary].
4. Priestley, M.J.N. and Calvi, G.M. (1997), Concepts and Procedures for Direct Displacement Based Design and Assessment Proc. International Conference on Seismic Design Methodologies for the next generation of Codes. Pub. A.A. Balkema, Rotterdam, pp 171-182.
5. Paulay, T. and Priestley, M.J.N. (1992), Seismic Design of Reinforced Concrete and Masonry Structures, John Wiley & Sons, NY, 744 pp.
6. Beckingsale, C.W. (1980), Post-elastic Behavior of Reinforced Concrete Beam - Column Joints, Research Report 80-20, Dept. of Civil Engineering, University of Canterbury, 398 pp.
7. Birss, G.R., Paulay, T. and Park, R. (1978), The Elastic Behavior of Earthquake Resistant Reinforced Concrete Interior Beam Column Joints, Research Report 78-13, Dept. of Civil Engineering, University of Canterbury, Christchurch, 96pp.
8. Cheung, P.C., Paulay, T., and Park, R. (1991), N.Z. Tests on Full-scale Reinforced Concrete Beam-Column-Slab Subassemblages Designed for Earthquake Resistance, In "Design of Beam-Column Joints for seismic Resistance", James O. Jirsa, Ed. Special publication SP123, American Concrete Institute, Detroit, pp. 1-38.
9. Thompson, K.J. and Park, R. (1974), Behaviour of Prestressed, Partially Prestressed and Reinforced Concrete Interior Beam-Column Assemblies under Cyclic Loading: Test Results of Units 1-7, Research Report 74-9, Dept of Civil Engineering, University of Canterbury, Christchurch, 42pp.
10. Paulay, T. and Scarpas, A. (1981), The Behaviour of Exterior Beam-Column Joints, Bulletin, NZNSEE, Vol. 16, No.1, March, pp. 131-144.
11. Restrepo-Posada, J.I., Park, R., and Buchanan, A.H. (1993), Seismic Behaviour of Connections Between Precast Concrete Elements, Research Report 93-3, Department of Civil Engineering, University of Canterbury, Christchurch, NZ, 385 pp.
12. Dai, R. and Park, R. (1987), A Comparison of the Behavior of Reinforced Concrete Beam-Column Joints Designed for Ductility and Limited Ductilty, Research Report 87-4, Dept. of Civil Engineering University of Canterbury, 65pp.
13. rd US-NZ-Japan-China Seminar on Design of R. C. Beam Column Joints for Earthquake Resistance, Christchurch, 12 pp.
14. nd US-NZ-Japan-China Multilateral Meeting on structural Performance of High Strength Concrete in Seismic Regions. Honolulu.
15. Bessho, S., Fukushima, M., and Hatamoto, H. (1995), Behavior of Reinforced Concrete Beam-Column Joints, Research Report, Kajima Institute of Construction Technology, May.
16. Lawrence, G.M. and Beattie, G. (1993), The cyclic Load Performance of a High Strength Concrete Beam-Column Joint, Central Laboratories Report 93-25130, Lower Hutt, New Zealand, 50 pp.
17. Meinheit, D.F. and Jirsa, J.O. (1997), The Shear Strength of R.C. Beam Column Joints, CESRL Report 77-1, Dept. of Civil Engineering, University of Texas at Austin.
18. Milburn, J.R. and Park, R. (1982), Behaviour of R.C. Beam-Column Joints Designed to NZS3101, Research Report 82-7, Dept. of Civil Engineering, University of Canterbury, Christchurch, 107 pp.
19. nd US-NZ-Japan Seminar on Design of R.C. Beam-Column Joints, Tokyo, 40 pp.
20. Priestley, M.J.N. (1975), Testing of Two R.C. Beam-Column Assemblies Under Simulated Seismic Loading. Report 5-75/1, Central Laboratories, Lower Hutt, NZ, 114 pp.
21. Stevenson, E.C. (1980), Fibre Reinforced Concrete in Seismic Regions, M. Eng. Thesis, Dept. of Civil Engineering, University of Canterbury, Christchurch.
22. Viwathanatepa, S., Popov, E.P. and Bertero, V.V. (1979), Seismic Behavior of R.C. Interior Beam-Column Subassemblages. Report UCB/EERC-79/14, Earthquake Engineering Center, University of California, Berkeley, 184 pp.
23. Xian Zuo, X., Park, R., and Tanaka, H. (1992), Behaviour of R.C. Interior Beam-Column Joints Designed Using High Strength Concrete and Steel, Research Report 92-3, Dept. of Civil Engineering, University of Canterbury, Christchurch, 121 pp.
24. Durani, A.J. and Wight, J.K. (1982), Experimental and Analytical Study of Internal Beam to Column Connections Subjected to Reversed Cyclic Loading, Report UmEE82R3, Dept. of Civil Engineering, University of Michigan, Ann Arbor, 275 pp.
25. Hakuto, S., Park, R., and Tanaka, H. (1994), Behaviour of As-Built and Retrofitted Beam-Column Joints of a 1950's Designed R.C. Building Frame, Proc. Technical Conference of NZNSEE, Wairakei, pp. 16-27.
26. st US-NZ-Japan Seminar on Beam-Column Joints, Monterey, July.
27. Joh, O., Goho, Y., and Shibata, T. (1981), Influence of Transverse Joint and Beam Reinforcement and Relocation of Plastic Hinge Region on Beam-Column Joint Stiffness Determination, in "Design of Beam-Column Joints for Seismic Resistance." James O. Jirsa, Ed. ACI SP-123 American Concrete Institute, Detroit, pp. 187-223.
28. NZS 4203:1992, Code of Practice for General Structural Design and Design Loadings for Buildings, Standards New Zealand, 134 pp.
29. UBC 1997, Uniform Building Code, International Conference of Building Officials, Whittier, California.