Structural identification of concrete arch dams by ambient vibration tests

Modal testing, widely accepted and applied method for determining the dynamic characteristics of structures for operational conditions, uses known or unknown vibrations in structures. The method\'s common applications includes estimation of dynamic characteristics and also damage detection and monitoring of structural performance. In this study, the structural identification of concrete arch dams is determined using ambient vibration tests which is one of the modal testing methods. For the purpose, several ambient vibration tests are conducted to an arch dam. Sensitive accelerometers were placed on the different points of the crest and a gallery of the dam, and signals are collected for the process. Enhanced Frequency Domain Decomposition technique is used for the extraction of natural frequencies, mode shapes and damping ratios. A total of eight natural frequencies are attained by experimentally for each test setup, which ranges between 0-12 Hz. The results obtained from each ambient vibration tests are presented and compared with each other in detail. There is a good agreement between the results for all measurements. However, the theoretical fundamental frequency of Berke Arch Dam is a little different from the experimental.

[1]  Jin-Hak Yi,et al.  Output-only modal identification approach for time-unsynchronized signals from decentralized wireless sensor network for linear structural systems , 2011 .

[2]  Tong Zhao,et al.  Experimental and Analytical Modal Analysis of Steel Arch Bridge , 2004 .

[3]  Zhijun Li,et al.  Effect of boundary conditions on modal parameters of the Run Yang Suspension Bridge , 2010 .

[4]  D. J. Ewins,et al.  Modal Testing: Theory and Practice , 1984 .

[5]  Dan Stematiu,et al.  Earthquake Engineering for Large Dams , 1985 .

[6]  J. Bendat,et al.  Random Data: Analysis and Measurement Procedures , 1987 .

[7]  Reto CANTIENI Assessing a Dam's Structural Properties Using Forced Vibration Testing , 2004 .

[8]  P. Paultre,et al.  An experimental investigation of water level effects on the dynamic behaviour of a large arch dam , 2001 .

[9]  Jean Proulx,et al.  Continuous ambient‐vibration monitoring of the arch dam of Mauvoisin , 2002 .

[10]  Palle Andersen,et al.  Modal Identification from Ambient Responses using Frequency Domain Decomposition , 2000 .

[11]  Ruqiang Yan,et al.  Structural modal identification through ensemble empirical modal decomposition , 2013 .

[12]  Anthony Duncan Jefferson,et al.  Experimental Investigations into Seismic Failure of High Arch Dams , 2000 .

[13]  Rune Brincker,et al.  Using Enhanced Frequency Domain Decomposition as a Robust Technique to Harmonic Excitation in Operational Modal Analysis , 2006 .

[14]  Nuno M. M. Maia,et al.  Theoretical and Experimental Modal Analysis , 1997 .

[15]  Hashem Shariatmadar,et al.  Dam-reservoir-foundation interaction effects on the modal characteristic of concrete gravity dams , 2011 .

[16]  Alemdar Bayraktar,et al.  Experimental evaluation of crack effects on the dynamic characteristics of a prototype arch dam using ambient vibration tests , 2012 .

[17]  J. F. Hall,et al.  Generation of spatially nonuniform ground motion for nonlinear analysis of a concrete arch dam , 2006 .

[18]  Y. Tamura,et al.  Output-only modal parameter identification for force-embedded acceleration data in the presence of harmonic and white noise excitations , 2013 .