13.07.2015 Views

Design and Construction of Steel Plate Shear Walls - Eatherton ...

Design and Construction of Steel Plate Shear Walls - Eatherton ...

Design and Construction of Steel Plate Shear Walls - Eatherton ...

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

uckling <strong>of</strong> the plate under service loads <strong>and</strong> if this results in audible banging or othernegative effects.3. The materials allowed for the web plate should explicitly include ASTM A1011 SSGrades 30 <strong>and</strong> 33. These materials have greater ductility than ASTM A1011 HSLASGrade 55 which is already allowed.4. There are three methods presented for designing VBE’s that give significantly differentresults. These variations should be reconciled.5. The method for designing VBE’s called linear elastic computer programs <strong>and</strong> capacitydesign concept, considers axial forces amplified by Ω o , but moments due to web plateyielding in panels above or plastic hinging <strong>of</strong> the HBE’s is ignored. This appearsinconsistent with the intent <strong>of</strong> the provisions, which is that VBE’s remain elastic whilethe web plate yields.6. Strong column / weak beam design checks are specified to be carried out withoutconsidering web plate tension. Since a large portion <strong>of</strong> the axial forces <strong>and</strong> bendingmoments in the columns will be caused by web plate tension, this design check does notlimit the plastic hinging to HBE’s.ReferencesAmerican Institute <strong>of</strong> <strong>Steel</strong> <strong>Construction</strong> 2005. Seismic Provisions for Structural <strong>Steel</strong> BuildingsANSI/AISC 341-05 released online in December 2005Bruneau, Michel, Sabelli, Rafael <strong>and</strong> Pottebaum, Warren. 2006 AISC <strong>Design</strong> Guide for <strong>Steel</strong> <strong>Plate</strong> <strong>Shear</strong><strong>Walls</strong> American Institute <strong>of</strong> <strong>Steel</strong> <strong>Construction</strong> (yet to be released).Canadian St<strong>and</strong>ards Association 2001. Limit States <strong>Design</strong> <strong>of</strong> <strong>Steel</strong> Structures CAN/CSA S16-01published by Canadian St<strong>and</strong>ards Association.Mayes, Ronald B, Goings, Craig B, Naguib, Wassim I, <strong>and</strong> Harris, Stephen K 2005. Comparative SeismicPerformance <strong>of</strong> Four Strucutral Systems 74 th Annual Convention <strong>of</strong> the Structural EngineersAssociation <strong>of</strong> California September 28-October 1, 2005.Celebi, Mehmat. 1997. Response <strong>of</strong> Olive View Hospital to Northridge <strong>and</strong> Whittier Earthquakes Journal<strong>of</strong> Structural Engineering, ASCE, 123, 389-396.Anonymous 1978. Quake-pro<strong>of</strong> hospital has battleship-like walls Engineering News Record Sept. 21,1978 62-63.

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!