## ABSTRACT A model for simulating the microhydrodynamics of liquid/air flow inside membrane pores was developed, using a continuous penalty finite element scheme. The developed scheme combines the features of two‐phase flow systems with flexibility and accuracy. The volume of fluid (VOF) method wa
Effective ambient vibration testing for validating numerical models of concrete dams
✍ Scribed by Daniell, W. E.; Taylor, C. A.
- Publisher
- John Wiley and Sons
- Year
- 1999
- Tongue
- English
- Weight
- 201 KB
- Volume
- 28
- Category
- Article
- ISSN
- 0098-8847
No coin nor oath required. For personal study only.
✦ Synopsis
Ambient vibration tests were conducted on a 56 metre high concrete gravity dam to measure its modal properties for validating a "nite element model of the dam}reservoir}foundation system. Excitation was provided by wind, by reservoir water cascading down the spillweir, and by the force of water released through outlet-pipes. Vibrations of the dam were measured using accelerometers, and 3-hour data records were acquired from each location. Data were processed by testing for stationarity and rejecting nonstationary portions before Fourier analysis. Power spectra with low variance were generated from which natural frequencies of the dam were identi"ed clearly and modal damping factors estimated. Modal analysis of the frequency response spectra yielded mode shapes for the six lowest lateral modes of vibration of the dam. The "nite element model for the dam was analysed using EACD-3D, and the computed mode shapes and natural frequencies compared well with the measured results. The study demonstrates that ambient vibration testing can o!er a viable alternative to forced vibration testing when only the modal properties of a dam are required.
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