Moment - Rotation Parameters for Composite Shear Tab Connections

@inproceedings{Liu2004MomentR,
  title={Moment - Rotation Parameters for Composite Shear Tab Connections},
  author={Judy Liu and Abolhassan Astaneh-Asl},
  year={2004}
}
Shear tab connections, acting compositely with the floor slab, are capable of providing some lateral resistance in steel frame buildings. This resistance was suspected from the events of the 1994 Northridge Earthquake and verified in a series of tests. For performance evaluation of steel structures, it is necessary to quantify the non-negligible rotational strength and stiffness of these composite connections, a task that cannot be accomplished through the use of simple rules of thumb… CONTINUE READING

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