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Effect of loading rate and loading pattern on behaviours of reinforced concrete columns
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Effect of hysteresis on ductility capacity of reinforced concrete bridge piers
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A ductility evaluation of reinforced concrete columns based on loading history and plastic curvature (in Japanese)
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Hoshikuma, J., Unjo, S., Kawashima, K. and Nagaya, K.: A Ductility Evaluation of Reinforced Concrete Columns Based on Loading History and Plastic Curvature (in Japanese), Structural Engineering Journal, JSCE, Vol.44A, pp.877-888, March, 1998.
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Deformation characteristics of reinforced concrete column loaded in two horizontal directions
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Elasto-plastic behaviour of reinforced concrete bridge column seismically loaded in two horizontal directions
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Experimental study of reinforced concrete bridge piers subjected to bi-directional quasi-static loading
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Evaluation of ductility of structures and structural assemblages from laboratory testing
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An experimental study on energy absorption capacity of columns in reinforced concrete structures
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Nonlinear seismic analysis of reinforced concrete frames
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Mechanistic seismic damage model for reinforced concrete
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Renewable hinge detailing for bridge columns
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A computer program for inelastic response of R/C frames to earthquakes
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Mander, J.B., Priestley, M.J.N. and Park, R.: Seismic Design of Bridge Piers, Department of Civil Engineering, University of Canterbury, August, 1984.
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Efficient modelling scheme for transient analysis of inelastic RC structures
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