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Journal ArticleDOI

Investigation of water length effects on the modal behavior of a prototype arch dam using operational and analytical modal analyses

Barış Sevim, +2 more
- 01 Jan 2011 - 
- Vol. 37, Iss: 6, pp 593-615
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TLDR
In this article, the water length effects on the modal behavior of a prototype arch dam using Operational and Analytical Modal Analyses (OMA) have been investigated.
Abstract
This study determines the water length effects on the modal behavior of a prototype arch dam using Operational and Analytical Modal Analyses. Achievement of this purpose involves construction of a prototype arch dam-reservoir-foundation model under laboratory conditions. In the model, reservoir length was taken to be as much as three times the dam height. To determine the experimental dynamic characteristics of the arch dam using Operational Modal Analysis, ambient vibration tests were implemented for empty reservoir and three different reservoir water lengths. In the ambient vibration tests, the dam was vibrated by natural excitations provided from small impact effects and the response signals were measured using sensitive accelerometers. Operational Modal Analysis software process signals collected from the ambient vibration tests, and Enhanced Frequency Domain Decomposition and Stochastic Subspace Identification techniques estimated modal parameters of the dams. To validate the experimental results, 3D finite element model of the prototype arch dam was modeled by ANSYS software for empty reservoir and three different reservoir water lengths, and dynamic characteristics of each model were determined analytically. At the end of the study, experimentally and analytically identified dynamic characteristics compared to each other. Also, changes on the natural frequencies along to water length are plotted as graphs. Results suggest that reservoir water complicates the modal behavior of the arch dam significantly.

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Citations
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Experimental evaluation of crack effects on the dynamic characteristics of a prototype arch dam using ambient vibration tests

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Zoning Elastic Modulus Inversion for High Arch Dams Based on the PSOGSA-SVM Method

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A Study on Structural Safety of Concrete Arch Dams During Construction and Operation Phases

TL;DR: In this article, a methodology is proposed for static safety evaluation of concrete arch dams during their construction and operation phases, which includes foundation modeling, stage-construction process, thermal post-cooling analysis, realistic behavior of contraction and peripheral joints, reservoir filling, and operational thermal loading.
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References
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Journal ArticleDOI

Earthquake analysis of arch dams including dam–water interaction, reservoir boundary absorption and foundation flexibility

TL;DR: In this paper, the available substructure method and computer program for the steady-state, harmonic response analysis of arch dams, including the hydrodynamic effects, were extended to consider flexibility of the foundation rock and to include Fourier synthesis of harmonic responses to obtain the earthquake response.
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