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Effects of concrete slabs on the behavior of steel beam-to-column joints: experimental and numerical study
DOI link for Effects of concrete slabs on the behavior of steel beam-to-column joints: experimental and numerical study
Effects of concrete slabs on the behavior of steel beam-to-column joints: experimental and numerical study book
Effects of concrete slabs on the behavior of steel beam-to-column joints: experimental and numerical study
DOI link for Effects of concrete slabs on the behavior of steel beam-to-column joints: experimental and numerical study
Effects of concrete slabs on the behavior of steel beam-to-column joints: experimental and numerical study book
ABSTRACT
370100 mm thick: they are representative of an external beam-to column connection in a moment resisting frame. Details of the bare steel and composite specimens are shown in Fig. 1 (Castiglioni, 2000).