Research Article
Jul 1982
Prediction of Seismic Response of Long-Period Structures
Publication: Journal of the Structural Division
Volume 108, Issue 7
Abstract
This paper describes the application of an analytical method for estimating structures at an intermediate distance from a fault; the method is based on fault dislocation and surface wave theory. For illustration, a potential large earthquake which may occur along the southern portion of the San Andreas fault in California is considered. The prototype event assumed is the 1857 Fort Tejon earthquake. As a site, Long Beach is chosen. Long-period ground motions due to Love waves and their response spectra are calculated for various fault rupture and crustal models. Sloshing wave heights in a large tank during the earthquake are also estimated. The results obtained indicate that: (1) the average velocity response spectra of ground motions with 5% critical damping are nearly uniform (30 to 40 cm/sec) over the period range from 6 to 14 sec; (2) sloshing wave height in a large tank is about 70 cm and may reach 2 m under certain circumstances; (3) the freeboard height specified in current aseismic design appears to be inadequate for sloshing waves produced by a large earthquake. The example discussed herein is just one of a number of potentially important applications of the theory.
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Information
Published In
Journal of the Structural Division
Volume 108 • Issue 7 • July 1982
Pages: 1575 - 1588
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Jul 1982
Published online: Feb 1, 2021
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Authors
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Yozo Fujino, AM.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Tokyo, Bunkyo-ku, Tokyo, Japan 113
Alfredo H-S. Ang, F.ASCE
Prof., Dept. of Civ. Engrg., Univ. of Illinois at Urbana-Champaign, Ill. 61801
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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.
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.