Reinforced concrete beam-column joints for seismic loading
Part I - theory
DOI:
https://doi.org/10.5459/bnzsee.10.3.121-128Abstract
The basic theory relating to the design of reinforced concrete beam-column joints is reviewed and extended. In particular, the theory of an alternative joint detail using bond plates is developed.
References
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Fenwick, R. C. and Irvine, H. M., "Reinforced concrete beam-column joints for seismic loading", School of Engineering Report No. 142, University of Auckland, March, 1977. DOI: https://doi.org/10.5459/bnzsee.10.3.121-128
Fenwick, R. C. and Paulay, T., "Mechanisms of shear resistance of concrete beams", Journal of the Structural Division, ASCE, Vol. 94, No. ST 10, October, 1968. DOI: https://doi.org/10.1061/JSDEAG.0002092
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Taylor, H.J.P. and Clarke, J. L., "Some detailing problems in concrete frame structures", The Structural Engineer, Vol. 54, No. 1, January, 1976.
