Published August 1977
| public
Book Section - Chapter
An Optimal Filter Approach to Identification in Structural Dynamics
- Creators
- Beck, J. L.
- Jennings, P. C.
Chicago
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Abstract
An optimal filter approach to the identification of structural models from earthquake response data is investigated. This time-domain approach exhibits several promising advantages for this application. Examples are presented using a single-degree-of-freedom (SDOF) linear model and simulated data to demonstrate the capabilities of the method. This model is used also to identify parameters of the fundamental mode of a building from earthquake records, in the presence of noise and nonlinearities in the response.
Additional Information
The computing costs for this research were covered by the National Science Foundation under Grant No. ENV74-19135 AO 1. The financial assistance to the first author of the New Zealand National Research Advisory Council is also gratefully acknowledged.Additional details
- Eprint ID
- 35143
- Resolver ID
- CaltechAUTHORS:20121029-093612314
- NSF
- ENV74-19135 A01
- New Zealand National Research Advisory Council
- Created
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2012-11-06Created from EPrint's datestamp field
- Updated
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2019-10-03Created from EPrint's last_modified field