08-13-2013, 09:54 AM
Development and evaluation of improved details for ductile welded unreinforced flange connections
Author: Ricles, James M | Size: 19.7 MB | Format: PDF | Quality: Unspecified | Publisher: NISEE e-Library | Year: 2000 | pages: 439 | ISBN: ----
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Reports on results of a combined analytical and experimental investigation to improve the cyclic inelastic performance of welded steel, unreinforced flange moment connections for use in earthquake resistant construction. Issues such as the geometry and size of the weld access holes, the amount of inelastic panel zone deformation, the use of supplemental web fillet welds, the influence of continuity plates, and the effects of a concrete slabs are all studied as part of the investigation.
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