Research Article
Feb 1980
Time Variations of Structural Properties During Strong Ground Shaking
Authors: Firdaus E. Udwadia and Navin JerathAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 106, Issue 1
Abstract
After modeling the system as a linear time variant single degree-of-freedom system, a systematic methodology for the analysis of such behavior from a knowledge of the basement and roof records has been developed. By utilizing such noisy records, and incorporating any data available from pre- and post-earthquake vibration tests, the time varying coefficients of the differential equation, used to model the structure, have been identified using a minimum variance sequential filter. The technique has been used to analyze the response of a nine-story reinforced concrete structure during the San Fernando, Calif., earthquake of February 9, 1971. The results indicate that significant changes in the stiffness and damping characteristics, relative to those obtained during small amplitude vibration tests, could occur during the actual progress of strong ground shaking and that a proper knowledge of the pre-earthquake characteristics may be very useful in identification using strong ground motion records.
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Published In
Journal of the Engineering Mechanics Division
Volume 106 • Issue 1 • February 1980
Pages: 111 - 121
Copyright
© 1980 American Society of Civil Engineers.
History
Published in print: Feb 1980
Published online: Feb 3, 2021
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Firdaus E. Udwadia
Assoc. Prof., Univ. of Southern California, Los Angeles, Calif.
Navin Jerath
Sr. Research Engr., Jet Propulsion Lab., California Inst. of Tech., Pasadena, 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.