Research Article
Feb 1981
Distribution of Peaks in Linear Earthquake Response
Authors: Ali Amini and Mihailo D. TrifunacAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 107, Issue 1
Abstract
In the response spectrum approach to earthquake-resistant design, it is assumed that: (1)The structure remains linear or can be modeled by an equivalent linear system; and (2)vibrations can be described by the largest relative (or absolute) response amplitude. From the viewpoint of understanding the progressing damage, however, it is useful to determine other response characteristics which, for example, relate duration of strong shaking with all, not just the largest, relative response amplitude. A generalization of the theory of Cartwright and Longuet-Higgins is presented to describe the expected and the most probable amplitudes of local response peaks in terms of: (1)Root-mean-square amplitude of the response; (2)a measure, (ϵ), of the frequency width of the response spectrum; and (3) total number of peaks of response.
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Published In
Journal of the Engineering Mechanics Division
Volume 107 • Issue 1 • February 1981
Pages: 207 - 227
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Feb 1981
Published online: Feb 3, 2021
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Authors
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Ali Amini
Grad. Student, Dept. of Civ. Engrg., Univ. of Southern California, University Park, Los Angeles, Calif. 90007
Mihailo D. Trifunac
Prof., Dept. of Civ. Engrg., Univ. of Southern California, University Park, Los Angeles, Calif. 90007
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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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.