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- W2571538110 abstract "The experimental study on response of reinforced concrete slab-beam-column connections to unidirectional and bidirectional seismic loads was conducted at the University of Texas at Austin in the United States as part of the US-New Zealand-Japan cooperative research program on earth-quake-resistant design of beam-column joints. This paper outlines the US tests and compares the test results with those in New Zealand and Japan, focusing on the ultimate load carried by the beam-column joints. The shear strength of the joints under unidirectional and bidirectional loads is discussed herein based on the test data in the US-NZ-Japan research program and those reported elsewhere." @default.
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- W2571538110 date "1993-01-01" @default.
- W2571538110 modified "2023-09-26" @default.
- W2571538110 title "UNIDIRECTIONAL AND BIDIRECTIONAL LOADING TESTS ON REINFORCED CONCRETE BEAM-COLUMN JOINTS" @default.
- W2571538110 doi "https://doi.org/10.3130/aijsx.448.0_89" @default.
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