
Click
the following link to view SSDA's promotional pamphlet in Adobe PDF format.
The pamphlet answers general questions asked by those who are just becoming familiar with
the SSDA SlottedWeb moment connection. You must have Adobe Acrobat Reader to
view the following files. Adobe Acrobat Reader is available for download for free
from: www.adobe.com
SSDA Promotional
Pamphlet
Accumulated
Seismic Connection Damage
"Results
of cyclic cantilever beam-to-column connection tests are used herein
to evaluate both the fracture modes and the accumulated seismic
connection damage of the pre-Northridge (pre-N), Dogbone (RBS) and
Slotted Web (SW) connections.
Presented
at the SEAOC Convention September 2001, San Diego, CA
(download
complete paper below in PDF format)
DOWNLOAD
HERE
Low Cycle Fatigue
"Low Cycle Fatigue Tests and Fracture Analyses of Bolted-Welded Seismic Moment Frame
Connections"
Presented at the STESSA Conference August 2000
(download text and figures below in PDF format)
Report Text
Figures 1-10
Figures 11-19
Figures 20-33
"STEEL MOMENT FRAME DAMAGE PREDICTIONS USING LOW-CYCLE FATIGUE"
Presented at the 14th World Conference on Earthquake Engineering, October 12-17, 2008, Beijing, China
(download text and figures below in PDF/PPT format)
Notes
PowerPoint Presentation
Lateral Bracing of Seismic Beams
DOWNLOAD
HERE
The Fundamental Flaw in the "pre-Northridge" Moment Frame Connection
DOWNLOAD
HERE
Development of Fracture Toughness Requirements for Weld Metals in Seismic Applications
DOWNLOAD
HERE
Effect of Large Alternating Strains of Steel Beams
DOWNLOAD
HERE
Guidelines for Cyclic Seismic Testing of Components of Steel Structures
DOWNLOAD
HERE
Recommendations for Experimental Studies on the Seismic Behavior of Steel Components and Materials
DOWNLOAD
HERE
Development of Loading Histories for Testing of Steel Beam-to-Column Assemblies
DOWNLOAD
HERE
Approval Reports
ICC ES
Legacy Report ER-5861
City of Los Angeles
Research Report: RR 25614
OSHPD Testing
OSHPD Approval Testing for El Camino Replacement Hospital
Full Report
Inelastic Rotation vs. Amount of Displacement - Specimen 1
Inelastic Rotation vs. Amount of Displacement - Specimen 2A
Inelastic Rotation vs. Amount of Displacement - Specimen 3A
OSHPD Approval Memo from Tom Hale
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