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Tiltup Bottom Connections

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Jake & Richard,
 
I suggest you read "1994 Northridge Earthquake Buildings Case Studies Project, " CSSC 94-06. Case 1.15 by Bob Lyons and Ken Gebhart compares the performance of three tiltups and has a brief description of the influence of panel base fixity on the wall-to-roof connection demands. It concluded that lateral bearing against earth at panel bases permitted excessive deflections at the roof. It suggests that further study of this matter be conducted. While there were no failures at the panel-foundation interface in these buildings, base fixity appeared to contribute greatly to panel anchor forces and to overall performance. Copies are available from the Commission for $50, but the report is also in most earthquake engineering libraries at major universities.
 
By the way, SEAOC recently formed a Post-Disaster Performance Observation Committee to more systematically collect and evaluate performance to assist practicing structural engineers. If you are interested, I'd be happy to connect you to them.
 
Fred

Fred Turner, Staff Structural Engineer, California Seismic Safety Commission, a public policy advisory agency, Turner(--nospam--at)stateseismic.com, 1755 Creekside Oaks Dr. #100 Sacramento, CA 95833 Phone: 916-263-5506 Ext. 227 or 916-263-0582 Fax: 916-263-0594