Journal
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
Volume 31, Issue 2, Pages 475-480Publisher
JOHN WILEY & SONS LTD
DOI: 10.1002/eqe.118
Keywords
concrete dams; ambient vibrations; dynamic testing; resonance frequencies; reservoir level; stiffness
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This paper presents the experimental programme and results of a continuous ambient vibrations recording programme carried out on the 250m arch dam of Mauvoisin. This project follows a series of previous measurements completed for seven different water levels. An automated system was set up on the dam and the ambient vibrations were recorded twice daily for a period of 6 months. Frequency shifts were tracked throughout the testing period and the effects of the varying water level were identified. The results confirmed the behaviour observed in previous ambient- and forced-vibration tests. The added-mass effects are overcome by the stiffening of the dam due to increasing hydrostatic pressure for lower reservoir levels. This trend is then reversed for higher water levels. Any temperature-related effects were not identified. The experimental techniques are briefly described and the frequency identification process and its limitations are discussed. Copyright (C) 2001 John Wiley Sons, Ltd.
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