2997-4720
Vol. 48 No. 2: Second Quarter 2011
Full Issue
Articles
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Performance of the Unified Block Shear Equation for Common Types of Welded Steel Connections
Steven A. Oosterhof and Robert G. Driver77-92 -
On the Need for Stiffeners for and the Effect of Lap Eccentricity on Extended Single-Plate Connections
William A. Thornton, Patrick J. Fortney117-126 -
Strength Design Criteria for Steel Beam-Columns with Fire-Induced Thermal Gradients
Mahmud M.S. Dwaikat, Ventkatesh K.R. Kodur127-140 -
The Development of a New Design Procedure for Conventional Single-Plate Shear Connections
Larry S. Muir, William A. Thornton141-152 -
Technical Note: New Z-BREAKSS: Post-tensioned Rocking Connection Detail Free of Beam Growth
Daniel M. Dowden, Michel Bruneau153-158
Research
Online ISSN
Getting Published
Contact Margaret Matthew, Editor, at matthew@aisc.org to make a submission.
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