Seismic Risk Analysis of Concrete Gravity Dams under Near-Fault Ground Motions

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There are a large number of concrete dams worldwide. Some of the dams are in areas prone to seismicity and were built many years ago with minimal consideration to seismic loads. Dam safety during and after an earthquake, is the aim of the present study. The failure of a dam during an earthquake will be catastrophic in terms of human life and financial losses. In the present work, an analytical fragility analysis was performed in order to characterize the seismic vulnerability of concrete gravity dams by using a probabilistic method to model sources of uncertainty that could impact dam performance. The assessment of the seismic vulnerability of concrete gravity dams under near-fault ground motions was performed to assess their performance against seismic hazards. A case study was considered, it is about the dam of Oued el Fodda on the Oued Chelif River, West Algeria. This dam was designed in the early 1930s.

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2240-2243

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December 2012

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] J. A. Pelaez Montilla, M. Hamdache and C. L. Casado: Seismic hazard in Northern Algeria using spatially smoothed seismicity. Results for peak ground acceleration. Tectonophysics Vol. 372 (2003), p.105– 119.

DOI: 10.1016/s0040-1951(03)00234-8

Google Scholar

[2] B.R. Ellingwood: Validation studies of seismic PRAs. Nuclear Engineering and Design Vol. 123 (1990), p.189–196.

DOI: 10.1016/0029-5493(90)90237-r

Google Scholar

[3] J. Zhang, Y. Huo, S. J. Brandenberg and P. Kashighandi: Effects of structural characterizations on fragility functions of bridges subject to seismic shaking and lateral spreading. Earthquake Engineering and Engineering Vibration Vol. 7 (2008).

DOI: 10.1007/s11803-008-1009-2

Google Scholar

[4] M. Sasan, A. Der Kiureghian and V. V. Bertero: Seismic fragility of short period reinforced concrete structural walls under near-source ground motions. Structural Safety Vol. 24 (2002), p.123–138.

DOI: 10.1016/s0167-4730(02)00021-8

Google Scholar

[5] C. Kafali, M. Grigoriu: Seismic fragility analysis: Application to simple linear and nonlinear systems. Earthquake Engineering and Structural Dynamics Vol. 36 (2007), p.1885–(1900).

DOI: 10.1002/eqe.726

Google Scholar

[6] P. G. Somerville: Magnitude scaling of the near fault rupture directivity pulse. Physics of the Earth and Planetary Interiors Vol. 137 (2003), p.201–212.

DOI: 10.1016/s0031-9201(03)00015-3

Google Scholar

[7] J. G. MacGregor, S. A. Mirza, B. R. Ellingwood: Statistical analysis of resistance of reinforced and prestressed concrete members. ACI Journal Vol. 80 (1983), p.167–176.

Google Scholar

[8] A. A. Afrouz: Practical Handbook of Rock Mass Classification Systems and Modes of Ground Failure. CRC Press: Boca Raton, FL, (1992).

Google Scholar

[9] Z. T. Bienawski: Engineering Rock Mass Classifications. Wiley: New York, (1989).

Google Scholar

[10] Information on http: /peer. berkeley. edu/svbin/GeneralSearch.

Google Scholar

[11] N. Shome, C.A. Cornell: Earthquakes, records and nonlinear responses. Earthquake Spectra Vol. 14 (1998), P. 469–500.

DOI: 10.1193/1.1586011

Google Scholar

[12] M.D. McKay, W. J. Conover, R. J. Beckman: A comparison of three methods for selecting values of input variables in the analysis of output from a computer code. Technometrics Vol. 21 (1979), p.239–45.

DOI: 10.2307/1268522

Google Scholar