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Showing 1 to 2 of 2 for “"Beam-to-Girder Connection"”.

  1. Behavior of composite semi-rigid beam-to-girder connections

    … materials have allowed composite floor systems to become longer and shallower. As a result, serviceability considerations rather than strength considerations have started to control designs. Partial continuity in composite floor systems has been suggested as a means by which the serviceability …

    vt Repository record for Behavior of composite semi-rigid beam-to-girder connections (opens in a new tab)

  2. Behavior of Connection with Beam Bearing on Bottom Flange of Girder

    An analytical investigation was conducted to study the behavior of a bottom flange bearing beam-to girder connection subjected to patch loading. This connection would be useful with deep deck (thickness greater than 3 in.) composite slabs as well as with commonly used deck where floor-to-floor …

    vt Repository record for Behavior of Connection with Beam Bearing on Bottom Flange of Girder (opens in a new tab)