Improving Response and Reliability Predictions Using Measured Data
- Others:
- Spencer, B. F.
- Johnson, E. A.
Abstract
The concept of robust reliability is defined to take into account uncertainties from structural modeling in addition to the uncertain excitation a structure will experience during its lifetime. A Bayesian probabilistic methodology for system identification is integrated with probabilistic structural analysis tools for the purpose of updating the assessment of the robust reliability based on dynamic test data. Methods for updating the structural reliability for both identifiable and unidentifiable models are presented. Application of the methodology to a simple beam model of a single-span bridge with soil-structure interaction at the abutments, shows that the robust reliabilities computed before and after updating with "measured" dynamic data can differ significantly.
Additional Information
© 1999 Balkema, Rotterdam. This paper is based upon work partly supported by the National Science Foundation under subcontract to grant CMS-9503370 and the Hong Kong Research Grant Council under grants HKUST 639/95E and 6041/97E. This support is gratefully acknowledged. The assistance of graduated students Hui Fai Lam, HKlJST, and Siu Kui Au, Caltech, are also gratefully acknowledged.Additional details
- Eprint ID
- 34398
- Resolver ID
- CaltechAUTHORS:20120926-092337769
- NSF
- CMS-9503370
- Hong Kong Research Grant Council
- HKUST 639/95E
- Hong Kong Research Grant Council
- HKUST 6041/97E
- Created
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2012-10-15Created from EPrint's datestamp field
- Updated
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2019-10-03Created from EPrint's last_modified field