Technical Papers
Aug 15, 2013

Accounting for Earthquake-Induced Dam-Reservoir Interaction Using Modified Accelerograms

Publication: Journal of Structural Engineering
Volume 139, Issue 9

Abstract

This paper proposes a new practical and efficient procedure to investigate the seismic response of gravity dams that (1) avoids the finite or boundary element discretization of the impounded reservoir; (2) can be applied using standard finite-element software not necessarily including fluid-structure interaction capabilities; and (3) accounts for dam and foundation flexibility, water compressibility, and reservoir bottom wave absorption. The proposed technique consists of modifying the original input ground acceleration to obtain a new accelerogram that directly accounts for the complex effects of fluid-structure interaction. This new accelerogram can then be applied to a dam or dam-foundation system without the impounded reservoir. The exact and simplified formulations of the proposed method are developed, and its efficiency is validated through examples of dam-reservoir systems with different geometries. Very satisfactory agreement is obtained when comparing the results to more advanced finite-element solutions including fluid-structure interaction capabilities. The new procedure enhances the efficiency of seismic assessment of gravity dams by reducing the modeling and computational burden associated with reservoir discretization while keeping the main advantages of conventional solid finite-element software in conducting dynamic analyses and providing the resulting stresses, strains, force distributions, and other dam response indicators.

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Acknowledgments

The authors acknowledge the financial support of the Natural Sciences and Engineering Research Council of Canada (NSERC) and the Quebec Fund for Research on Nature and Technology (FQRNT).

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 139Issue 9September 2013
Pages: 1608 - 1617

History

Received: Jan 31, 2012
Accepted: Sep 6, 2012
Published online: Aug 15, 2013
Published in print: Sep 1, 2013

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Authors

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Benjamin Miquel
Ph.D. Candidate, Dept. of Civil, Geological and Mining Engineering, Polytechnique Montreal, Montreal, QC, Canada H3C 3A7.
Najib Bouaanani, M.ASCE [email protected]
Professor, Dept. of Civil, Geological and Mining Engineering, Polytechnique Montreal, Montreal, QC, Canada H3C 3A7 (corresponding author). E-mail: [email protected]

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