Reinforced concrete beam-column joints for seismic loading
Part II - experimental results
DOI:
https://doi.org/10.5459/bnzsee.10.4.174-185Abstract
The results of tests on four beam-column joint specimens are reported. It is shown that a joint which contained bond plates to prevent a bond failure of the flexural reinforcement in the joint, and was proportioned to limit yielding of the steel in this zone, had a markedly superior performance to specimens designed to comply with the ACI-318-71 code, or the proposals of May 1976 for the revision of the N.Z. Ministry of Works and Development code of practice for the design of public buildings (PW 81/10/1).
References
Fenwick, R. C. and Irvine, H. M., "Reinforced Concrete Beam-Column Joints for Seismic Loading, Part I - Theory", Bulletin of the N.Z. National Society for Earthquake Engineering, Sept. 1977. Vol. 10, No. 3.
ACI-ASCE Committee 352, "Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures", Proc. ACI, Vol. 73, No. 7, July, 1976. DOI: https://doi.org/10.14359/11078
Park, R. and Paulay, T., "Reinforced Concrete Structures", J. Wiley and Sons , 1976 . DOI: https://doi.org/10.1002/9780470172834
Priestley, M.J.N., "Testing of Two Reinforced Concrete Beam-Column Assemblies Under Simulated Seismic Loading", Report No. 5-75/1, MWD Central Laboratories , Wellington, 1975. (See, also, Bulletin of the N.Z. National Society for Earthquake Engineering, Vol. 8, No. 1, March, 1975, pp. 38-70.) DOI: https://doi.org/10.5459/bnzsee.8.1.38-69
ACI Committee 408 - "Bond Stress - The State of the Art", ACI Proceedings, Vol. 63, No. 11, 1966. DOI: https://doi.org/10.14359/7665
