Cyclic Testing of Heat treated Beam Section 7 (HBS 7)

Machel Morrison, Doug Schweizer & Tasnim Hassan
Welded Unreinforced Flange - Welded Web (WUF-W) beam-column moment resisting connection modified by heat treating flanges of the beam in specified locations. This is the first of the modified WUF-W connections modified by heat treatment which were tested as a part of this research study. Specimens were subjected to a cyclic load history according to 2005 AISC Seismic Provisions appendix S Beam- W30 x 148 Column- W14 x 257
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