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Monorails are supported at intervals along the top flange, but are free along the bottom flange, except at supported ends where vertical stiffeners may restrain the bottom flange.
In the 1994 Northridge earthquake, connection damage initiated from the beam bottom flange was prevalent.
Fractures at the bottom flange of the beam were also observed after the 1995 Kobe earthquake.
At night, the bottom flange showed a higher temperature than the top flange and ambient temperature.
A design model for the top-coped beams supported on the bottom flange was proposed.
In all cases, failure took place near the connection between the web and the bottom flange.
Increased strain demand in the beam bottom flange due to the presence of concrete slab and resulting composite action was speculated to be one of the critical causes of the prevalent bottom flange fracture.
In the 1994 Northridge earthquake, connection damage initiated from the beam bottom flange was prevalent in welded steel moment frames.
The analysis observed that specimen without RBS performed poorly due to cracks started at the bottom flange weld.
The main feature of this system is that plastic deformation is limited to the slit dampers at the bottom flange.
The NSM CFRP causes a complex strain distribution near the bottom flange, including some regional rotation of the concrete layer.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com