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[SEAOC] Composite floor beams: combined P & M

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One "problem needing to be addressed," according to the ASCE J. of
Structural Engineering,
Feb. 1996, "Compendium of Design Office Problems--Vol. II" is the design of
composite concrete/metal deck/steel floor beams subject to combined
compression and bending.
Issues relating to horizontal buckling of the bottom flange, shear connector
design, buckling
of the floor, etc. apparently need to be addressed.

I'm looking for references related to this topic--human or written.

Thanks in advance,

Dave Evans