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Rapid Return to Occupancy in Unbraced Steel Frames
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To compare experiments, please select at most four experiments from the experiment list below.

  Experiment-1: W12X22 and W12X96 Replaceable Shear Links with End Stiffeners
Dates: June 16, 2008 - December 15, 2010
Description: Due to the ductility and displacement the link component in the LCF system undergoes, the link-to-column connection sees larger strains than standard connections in the ...
Base case W12X22 flexure dominated link with no end stiffeners.  Intermediate stiffeners have been included according to requirements in the 2005 seismic provisions.


  Experiment-6: Continuously Stiffened Composite Web Shear Links
Dates: September 28, 2009 - February 11, 2011
Description: Web stability in shear links plays a pivitol role in load carrying capacity and energy dissipation performance. It has been shown that elastic and ...
Unrestrained L96 link with end stiffeners at an inelastic rotatation of 0.012rad.
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