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Effects of concrete slabs on the behavior of steel beam-to-column joints: experimental and numerical study

Chapter

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

ByM. Valente, C.A. Castiglioni
BookStessa 2003

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Edition 1st Edition
First Published 2003
Imprint Routledge
Pages 9
eBook ISBN 9780203738290

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).

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