Earthquake Behavior of Berke Arch Dam Using Ambient Vibration Test Results

AbstractThe Berke Arch Dam is the highest arch dam constructed in Turkey. The dam height is 201 m, and the crest length is 270 m. This paper describes the Berke Arch Dam, its finite-element modeling, ambient vibration testing, finite-element model calibration, and earthquake behavior before and after model calibration. First, three-dimensional (3D) models of dam-reservoir-foundation interaction were developed to obtain analytical dynamic characteristics, such as natural frequencies and mode shapes using the Ansys finite-element program. In the analyses, reservoir water was represented by a Lagrangian approach. Then, ambient vibration tests were conducted on the dam on 4 days in May 2009 to obtain experimental dynamic characteristics. In ambient vibration tests, the sensitive accelerometers were placed on several points on the arch dam, and signals were collected from accelerometers. The enhanced frequency domain decomposition technique was used in the extraction of experimental natural frequencies, mode s...

[1]  Hasan U. Akay,et al.  Applicability of general-purpose finite element programs in solid-fluid interaction problems , 1979 .

[2]  R. Clough,et al.  Dynamics Of Structures , 1975 .

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

[4]  J. Bendat,et al.  Random Data: Analysis and Measurement Procedures , 1971 .

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

[6]  J. Z. Zhu,et al.  The finite element method , 1977 .

[7]  Vahid Lotfi,et al.  Seismic analysis of concrete arch dams by combined discrete crack and non-orthogonal smeared crack technique , 2004 .

[8]  Randall J. Allemang,et al.  THE MODAL ASSURANCE CRITERION–TWENTY YEARS OF USE AND ABUSE , 2003 .

[9]  Paul Reynolds,et al.  Finite element modelling and updating of a lively footbridge: The complete process , 2007 .

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

[11]  Mehmet Imregun,et al.  Finite element model updating using frequency response function data: I. Theory and initial investigation , 1995 .

[12]  Edward L. Wilson,et al.  Finite elements for the dynamic analysis of fluid‐solid systems , 1983 .

[13]  Wei-Xin Ren,et al.  Structural Finite Element Model Updating Using Ambient Vibration Test Results , 2005 .

[14]  A Shahkarami,et al.  Study of the compression and tension factors of safety with a 3d fem model for an arch dam and rock foundation: a case study of the karuniii arch dam in iran , 2004 .

[15]  Paul Sas,et al.  Model updating based on forced vibration testing using numerical stable formulations , 1992 .

[16]  G. R. Darbre,et al.  Natural frequencies measured from ambient vibration response of the arch dam of Mauvoisin , 2000 .

[17]  H. Westergaard Water Pressures on Dams During Earthquakes , 1933 .

[18]  Anil K. Chopra,et al.  Earthquake analysis of arch dams including dam–water interaction, reservoir boundary absorption and foundation flexibility , 1986 .

[19]  Colin Anthony Taylor,et al.  EFFECTIVE AMBIENT VIBRATION TESTING FOR VALIDATING NUMERICAL MODELS OF CONCRETE DAMS , 1999 .

[20]  J. Nasserzare,et al.  Computation of natural frequencies and mode shapes of arch dams as an inverse problems , 2000 .

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

[22]  Anil K. Chopra,et al.  Hydrodynamic effects in dynamic response of simple arch dams , 1982 .

[23]  H. Saunders,et al.  Finite element procedures in engineering analysis , 1982 .

[24]  Qiusheng Li,et al.  Finite element model updating for a high-rise structure based on ambient vibration measurements , 2004 .

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

[26]  T. K. Kundra,et al.  Comparative study of model updating methods using simulated experimental data , 2002 .

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

[28]  Nonuniform earthquake input for arch dam–foundation interaction , 1999 .

[29]  A. A. Dumanoglu,et al.  Reservoir water level effects on nonlinear dynamic response of arch dams , 2008 .

[30]  Vahid Lotfi,et al.  Comparison of non-orthogonal smeared crack and plasticity models for dynamic analysis of concrete arch dams , 2003 .