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

doi:10.1201/9780203738290-51

Chapter

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

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).