Abstract
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 New Zealand Ministry of Works and Development Code of practice for the design of public buildings.
Cite
CITATION STYLE
Fenwick, R. C., & Irvine, H. M. (1977). REINFORCED CONCRETE BEAM-COLUMN JOINTS FOR SEISMIC LOADING. NZ Soc Earthquake Eng Bull, 10(4), 174–185. https://doi.org/10.5459/bnzsee.10.4.174-185
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