1 |
Akkas, N., Akay, H.U. and Y lmaz, C. (1979), "Applicability of general purpose finite element programs in solid-fluid interaction problems", Comput. Struct., 10, 773-783.
DOI
ScienceOn
|
2 |
Akkose, M., Bayraktar, A. and Dumano lu, A.A. (2007), "Reservoir water level effects on nonlinear dynamic response of arch dams", J. Fluid. Struct., 24, 418-435.
|
3 |
Akkose, M. (2004), "Materially linear and nonlinear dynamic analysis of arch dam-water-foundation systems by lagrangian approach", PhD Thesis, Karadeniz Technical University, Trabzon, Turkey. (in Turkish)
|
4 |
Alves, S.W. and Hall, J.F. (2006), "System identification of a concrete arch dam and calibration of its finite element model", Earthq. Eng. Struct. D., 35, 1321-1337.
DOI
ScienceOn
|
5 |
ANSYS (2008), Swanson Analysis System, USA.
|
6 |
Arch Dams (1968), "A review of british research and development", Proceedings of the Symposium Held at the Institution of Civil Engineers, London, England.
|
7 |
Bathe, K.J. (1996), Finite Element Procedures in Engineering Analysis, Englewood Cliffs, New Jersey, Prentice- Hall.
|
8 |
Bendat, J.S. and Piersol, A.G. (2004), Random Data: Analysis and Measurement Procedures, John Wiley and Sons, USA.
|
9 |
Brincker, R., Zhang, L. and Andersen, P. (2000), "Modal identification from ambient responses using frequency domain decomposition", Proceedings of the 18th International Modal Analysis Conference, San Antonio, USA, 4062(2), 625-630.
|
10 |
Calay r, Y. (1994), "Dynamic analysis of concrete gravity dams using the eulerian and lagrangian approaches", PhD Thesis, Karadeniz Technical University, Trabzon, Turkey. (in Turkish)
|
11 |
Chopra, A.K. (1968), "Earthquake behavior of reservoir-dam systems", J. Eng. Mech. Div.-ASCE, 94, 1475-1500.
|
12 |
Clough, R.W. and Penzien, J. (1993), Dynamics of Structures, Mcgraw-Hill Book Company, Singapore.
|
13 |
Daniell, W.E. and Taylor, C.A. (1999), "Effective ambient vibration testing for validating numerical models of concrete dams", Earthq. Eng. Struct. D., 28(11), 1327-1344.
DOI
ScienceOn
|
14 |
Darbre, G.R. and Proulx, J. (2002), "Continuous ambient-vibration monitoring of the arch dam of Mauvoisin", Earthq. Eng. Struct. D., 31(2), 475-480.
DOI
ScienceOn
|
15 |
Dungar, R. (1978), "An efficient method of fluid-structure coupling in the dynamic analysis of structures", Int. J. Numer. Meth. Eng., 13, 93-107.
DOI
ScienceOn
|
16 |
Ewins, D.J. (1984), Modal Testing: Theory and Practice, Research Studies Press Ltd. England.
|
17 |
Fok, K.L. and Chopra, A.K. (1986), "Earthquake analysis of arch dams including dam-water interaction, reservoir boundary absorption and foundation flexibility", Earthq. Eng. Struct. D., 14, 155-184.
DOI
|
18 |
Ghanaat, Y., Hall, R.L. and Redpath, B.B. (2000), "Measurement and computation of dynamic response of arch dams including interaction effects", J. Seismol. Earthq. Eng., 2, 1-19.
|
19 |
Guan, F. and Mooree, I.D. (1997), "New techniques for modeling reservoir-dam and foundation-dam interaction", Soil Dyn. Earthq. Eng., 16, 285-293.
DOI
ScienceOn
|
20 |
Jacobsen, N.J., Andersen, P. and Brincker, R. (2006), "Using enhanced frequency domain decomposition as a robust technique to harmonic excitation in Operational Modal Analysis", Proceedings of ISMA2006: International Conference on Noise & Vibration Engineering, Leuven, Belgium.
|
21 |
Juang, N.J. (1994), Applied System Identification, Englewood Cliffs, Prentice-Hall Inc., NJ.
|
22 |
Mendes, P. and Oliveira, S. (2007), "Study of dam-reservoir dynamic interaction using vibration tests on a physical model", Proceedings of the 2nd International Operational Modal Analysis Conference, Copenhagen, Denmark, 2(18), 477-484.
|
23 |
Lotfi, V. (2007), "Direct frequency domain analysis of concrete arch dams based on FE-BE procedure", Struct. Eng. Mech., 26(4), 363-376.
DOI
|
24 |
Lotfi, V. (2006), "An efficient three-dimensional fluid hyper-element for dynamic analysis of concrete arch dams", Struct. Eng. Mech., 24(6), 683-689.
DOI
|
25 |
Lotfi, V. and Espandar, R. (2004), "Seismic analysis of concrete arch dams by combined discrete crack and nonorthogonal smeared crack technique", Eng. Struct., 26, 27-37.
DOI
ScienceOn
|
26 |
Mendes, P., Oliveira, S., Guerreiro, L., Baptista, M.A. and Costa, A.C. (2004), "Dynamic behavior of concrete dams monitoring and modeling", Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada, August.
|
27 |
Nasserzarea, J., Leib, Y. and Eskandari-Shiria, S. (2000), "Computation of natural frequencies and mode shapes of arch dams as an inverse problem", Adv. Eng. Soft., 31, 827-836.
DOI
ScienceOn
|
28 |
Oliveira, S. and Faria, R. (2006), "Numerical simulation of collapse scenarios in reduced scale tests of arch dams", Eng. Struct., 28, 1430-1439.
DOI
ScienceOn
|
29 |
OMA (2006), Operational Modal Analysis, Release 4.0. Structural Vibration Solutions A/S, Denmark.
|
30 |
Porter, C.S. and Chopra, A.K. (1981), "Dynamic analysis of simple arch dams including hydrodynamic interaction", Earthq. Eng. Struct. D., 9, 573-597.
|
31 |
Proulx, J., Paultre, P., Rheault, J. and Robert, Y. (2001), "An experimental investigation of water level effects on the dynamic behavior of a large arch dam", Earthq. Eng. Struct. D., 30, 1147-1166.
DOI
ScienceOn
|
32 |
PULSE (2006), Analyzers and Solutions, Release 11.2. Bruel and Kjaer, Sound and Vibration Measurement A/S, Denmark.
|
33 |
Wang, B.S. and He, Z.C. (2007), "Crack detection of arch dam using statistical neural network based on the reductions of natural frequencies", J. Sound Vib., 302, 1037-1047.
DOI
ScienceOn
|
34 |
Ren, W.X., Zhao, T. and Harik, I.E. (2004), "Experimental and analytical modal analysis of steel arch bridge", J. Struct. Eng.-ASCE, 130, 1022-1031.
DOI
ScienceOn
|
35 |
Sevim, B., Bayraktar, A., Altunsik, A.C., Adanur, S. and Akkose, M. (2010), "Modal parameter identification of a prototype arch dam using enhanced frequency domain decomposition and stochastic subspace identification techniques", Journal of Testing and Evaluation, 38(5), 588-597.
|
36 |
USACE (2003), Time-History Dynamic Analysis of Concrete Hydraulic Structures, Engineering and Design, USA.
|
37 |
Wang, H. and Li, D. (2006), "Experimental study of seismic overloading of large arch dam", Earthq. Eng. Struct. D., 35, 199-216.
DOI
ScienceOn
|
38 |
Wang, H. and Li, D. (2007), "Experimental study of dynamic damage of an arch dam", Earthq. Eng. Struct. D., 36, 347-366.
DOI
ScienceOn
|
39 |
Westergaard, H.M. (1933), "Water pressures on dams during earthquakes", Transactions, ASCE, 98, 418-433.
|
40 |
Wilson, E.L. and Khalvati, M. (1983), "Finite elements for the dynamic analysis of fluid-solid systems", Int. J. Numer. Meth. Eng., 19, 1657-1668.
DOI
ScienceOn
|
41 |
Yu, D.J. and Ren, W.X. (2005), "EMD-based stochastic subspace identification of structures from operational vibration measurements", Eng. Struct., 27, 1741-1751.
DOI
ScienceOn
|
42 |
Zhou, J., Lin, G., Zhu, T., Jefferson, A.D. and Williams, F.W. (2000), "Experimental investigations into seismic failure of high arch dams", J. Struct. Eng., 126(8), 926-935.
DOI
ScienceOn
|
43 |
Zienkiewicz, O.C. and Taylor, R.L. (1989), The Finite Element Method, Vol. I, Mc Graw-Hill.
|