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This paper investigates an innovative precast concrete building structure featuring discretely connected floors and dry beam-column connections, evaluated through a shaking table test of a 1/4-scale model. The results demonstrate that the structure exhibits good seismic performance, with all indicators meeting the GB 50011-2010 requirements. A finite element model was also developed to compare its seismic response with traditional cast-in-situ structures, highlighting the diaphragm performance and rigidity

Author

zinexttist

Language

EN