Research Article
Aug 1978
Seismic Response of Uplifting Building Frame
Publication: Journal of the Structural Division
Volume 104, Issue 8
Abstract
Results are compared to the experimental response of a 9-story steel frame model tested on the Univ. of Calif., Berkeley, Calif., shaking table. The uplifting response is compared to the response for the same excitation with overturning ancharage provided, demonstrating a considerable reduction in the applied loading for the uplifting case. Extrapolation of the test results to a theoretical prototype frame indicate that a significant uplifting response would occur during a moderate, credible earthquake, even though not indicated by even conservative current building code seismic provisions. A rational consideration of the uplifting behavior is shown to be compatible with the concept of dual seismic loading criteria; a service loading that should produce no damage, and a maximum credible loading that should not result in catastrophic failure. A design including a rationally planned uplifting capability should stand a much beetter chancee of surviving a maximum credible earthquake in a functional condition.
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Information
Published In
Journal of the Structural Division
Volume 104 • Issue 8 • August 1978
Pages: 1211 - 1229
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Aug 1978
Published online: Feb 1, 2021
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Authors
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Arthur A. Huckelbridge Jr.
Grad. Student, Univ. of California, Berkeley, Calif.
Ray W. Clough, F.ASCE
Prof. of Struct. Engrg., Univ. of California, Berkeley, Calif.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.