Theorisation of structural behavior with a view to defining resistance and ultimate deformability
This report reviews theoretical investigations which have been conducted to determine the behaviour of reinforced concrete, prestressed concrete and structural steel elements subjected to well defined repeated and reversed loading of high intensity. It commences with a brief summary of the stress-strain characteristics of the materials under such loading in the plastic range and then reports on theoretical methods for determining the moment-curvature and load-displacement characteristics of the members. Some consideration is also given to complete structures. Areas where future research is necessary are indicated.
Popovics, S., "A review of Stress-Strain Relationships for Concrete", Journal of the American Concrete Institute, Proceedings Vol. 67, No. 3, March 1970, pp. 243 - 248.
Kent, D.C. and Park, R., "Flexural Members with Confined Concrete", Proceedings of the American Society of Civil Engineers, ST7, July, 1971, pp. 1969 - 1990.
Hatano, T. and Tsutsumi, H., "Dynamical Compressive Deformation and Failure of Concrete Under Earthquake Load", Proceedings of 2nd World Conference on Earthquake Engineering, Vol. III, Japan, 1960, pp. 1963-1978.
Spencer, R,A., “Stiffness and Damping of Nine Cyclically Loaded Prestressed Concrete Members", Journal of the Prestressed Concrete Institute, Vol. 14, No. 3, June 1969, PP. 39 - 52.
Paranagama, D.D.O. and Edwards, A.D. "Moment-Deformation Characteristics of Pretensioned Concrete Beams Subject to Fluctuating -Loads", Journal of Prestressed Concrete Institute, Vol. 14, No. 4, August 1969, pp.62 - 74.
Blakeley, R.W.G., "Ductility of Prestressed Concrete Frames Under Seismic Loading", Doctor of Philosophy Thesis, University of Canterbury, New Zealand, 1971, pp. 230 plus appendices.
Blakeley, R.W.G. and Park, R., "Prestressed Concrete Sections Under Cyclic Flexure", Report to be published.
Blakeley, R.W.G. and Park, R., "Seismic Resistances of Prestressed Concrete Beam- Column Assemblies", Journal of the American Concrete Institute, Proceedings Vol. 68, No. 9, September 1971, pp. 677 - 692.
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Popov, E.P., "Low Cycle Fatigue of Steel Beam to Column Connections", Proceedings of the International Symposium on the Effects of Repeated Loading of Materials and Structures, Vol. VI, RILEM - Inst. Ing., Mexico, 1966.
Krishnasamy, S. and Sherbourne, A.N. "Mild Steel Structures Under Reversed Bending", Proceedings of the International Symposium on the Effects of Repeated Loading of Materials and Structures, Vol. IV, RILEM - Inst. Ing., Mexico 1966.
Bertero, V.V. and Popov, E.P., "Effect of Large Alternating Strains of Steel Beams", Proceedings of American Society of Civil Engineers, Vol. 91, ST1, February 1965, pp. 1-12.
Goel, S.C. and Berg, G.V. , "Inelastic Earthquake Response of Tall Steel Frames", Proceedings of American Society of Civil Engineers, Vol. 94, ST8, August 1968, pp. 1907 - 1934.
Carpenter, L.D. and Lu, L-W., "Repeated and Reversed Load Tests on Full-Scale Steel Frames", Proceedings of the 4th World Conference on Earthquake Engineering, Vol. I, Chile, 1969, pp. B-2 125 - 136.
Popov, E.P. and Pinkney, R.B., "Reliability of Steel Beam-to-Column Connections Under Cyclic Loading", Proceedings of the 4th World Conference on Earthquake Engineering, Vol. II, Chile, 1969, pp. B-3 15 – 30.
Copyright (c) 1973 R. Park
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