Required and available rotations in continuous composite beams with semi-rigid connections

Author:

Kemp Alan R,Nethercot David A

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Joints in steel construction: composite connections,1988

2. Available rotation capacity in steel and composite beams;Kemp;Struct Eng.,1991

3. Required rotations and moment redistribution for ccmposite frames and continuous beams;Nethercot;J. Construct. Steel Res.,1995

4. Determination of rotational capacity requirements of steel and composite beams;Li;J. Construct. Steel Res.,1995

5. Moment–curvature relation for steel and composite beams;Li;J. Sing. Struct. Steel Soc.,1993

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