Earthquake performance assessment of concrete gravity dams subjected to spatially varying seismic ground motions

References

• Abaqus (2007). Analysis user's, examples problem, and theory manuals (Version 6.7). Providence, RI: Simulia, Dassault Systèmes.
   Google Scholar
• Alves, S.W., & Hall, J.F. (2007). Generation of spatially non-uniform ground motion for nonlinear analysis of a concrete arch dam. Earthquake Engineering and Structural Dynamics, 35, 1339–1357.
   Web of Science ®Google Scholar
• Bayraktar, A., Dumanoglu, A.A., & Calayir, Y. (1996). Asynchronous dynamic analysis of dam–reservoir–foundation systems by the Lagrangian approach. Computers and Structures, 58, 925–935.
   Web of Science ®Google Scholar
• Bhattacharjee, S.S., & Leger, P. (1993). Seismic cracking and energy dissipation in concrete gravity dams. Earthquake Engineering and Structural Dynamics, 22, 991–1007.
   Web of Science ®Google Scholar
• Bilici, Y., Bayraktar, A., Soyluk, K., Haciefendioglu, K., Ates, S., & Adanur, S. (2009). Stochastic dynamic response of dam–reservoir–foundation systems to spatially varying earthquake ground motions. Soil Dynamics and Earthquake Engineering, 29, 444–458.
   Web of Science ®Google Scholar
• Calayir, Y., & Karaton, M. (2005). Seismic fracture analysis of concrete gravity dams including dam–reservoir interaction. Computers and Structures, 83, 1595–1606.
   Web of Science ®Google Scholar
• Cervera, M., Oliver, J., & Faria, R. (1995). Seismic evaluation of concrete dams via continuum damage models. Earthquake Engineering and Structural Dynamics, 24, 1225–1245.
   Web of Science ®Google Scholar
• Chen, M.T., & Harichandran, R.S. (2001). Response of an earth dam to spatially varying earthquake ground motion. Journal of Engineering Mechanics ASCE, 127, 932–939.
   Web of Science ®Google Scholar
• Chopra, A.K., & Chakrabarti, P. (1973). The Koyna Earthquake and the damage to Koyna Dam. Bulletin of the Seismological Society of America, 63, 381–397.
   Web of Science ®Google Scholar
• Chopra, A.K., & Wang, J.T. (2010). Earthquake response of arch dams to spatially varying ground motion. Earthquake Engineering and Structural Dynamics, 39, 887–906.
   Web of Science ®Google Scholar
• Chopra, A.K., & Zhang, L. (1991). Earthquake-induced base sliding of concrete gravity dams. Journal of Structural Engineering ASCE, 117, 3698–3719.
   Web of Science ®Google Scholar
• Clough, R.W., & Chang, C.H. (1984). Seismic cavitation effects on gravity dams. In R.W.Lewis, P.Bettess, & E.Hinton (Eds.), Numerical methods in coupled systems (pp. 571–598). Chichester: John Wiley and Sons.
   Google Scholar
• Dakoulas, P., & Hashmi, H. (1992). Wave passage effects on the response of earth dams. Soils and Foundations Japanese Society of Soil Mechanics and Foundation Engineering, 32, 97–110.
   Google Scholar
• Dhawan, K.R., Singh, D.N., & Gupta, I.D. (2004). Three-dimensional finite element analysis of underground caverns. International Journal of Geomechanics ASCE, 4, 224–228.
   Google Scholar
• Fenves, G.L., & Chopra, A.K. (1983). Effects of reservoir bottom absorption on earthquake response of concrete gravity dams. Earthquake Engineering and Structural Dynamics, 11, 809–829.
   Web of Science ®Google Scholar
• Ghrib, F., & Tinawi, R. (1995). An application of damage mechanics for seismic analysis of concrete gravity dams. Earthquake Engineering and Structural Dynamics, 24, 157–173.
   Web of Science ®Google Scholar
• Hall, J.F. (1986). Study of the earthquake response of pine flat dam. Earthquake Engineering and Structural Dynamics, 14, 281–295.
   Web of Science ®Google Scholar
• Haroun, M.A., & Abdel-Hafiz, E.A. (1987). Seismic response analysis of earth dams under differential ground motion. Bulletin of the Seismological Society of America, 77, 1514–1529.
   Web of Science ®Google Scholar
• Huang, J. (2011). Seismic response evaluation of concrete gravity dams subjected to spatially varying earthquake ground motions (Ph.D. dissertation). Department of Civil, Architectural, and Environmental Engineering, Drexel University, Philadelphia, Pennsylvania.
   Google Scholar
• Kojic, S.B., & Trifunac, M.D. (1991a). Earthquake stresses in arch dams. 1.Theory and antiplane excitation. Journal of Engineering Mechanics ASCE, 117, 532–552.
   Web of Science ®Google Scholar
• Kojic, S.B., & Trifunac, M.D. (1991b). Earthquake stresses in arch dams. 2. Excitation by SV-waves, P-waves, and Rayleigh-waves. Journal of Engineering Mechanics ASCE, 117, 553–574.
   Web of Science ®Google Scholar
• Krauthammer, T., & Chen, Y. (1986). Dynamic soil-structure interaction of rectangular reinforced concrete lifelines. Engineering Structures, 8, 181–190.
   Web of Science ®Google Scholar
• Lee, J., & Fenves, G.L. (1998a). A plastic-damage concrete model for earthquake analysis of dams. Earthquake Engineering and Structural Dynamics, 27, 937–956.
   Web of Science ®Google Scholar
• Lee, J., & Fenves, G.L. (1998b). Plastic-damage model for cyclic loading of concrete structures. Journal of Engineering Mechanics ASCE, 124, 892–900.
   Web of Science ®Google Scholar
• Leger, P., & Boughoufalah, M. (1989). Earthquake input mechanisms for time-domain analysis of dam–foundation systems. Engineering Structures, 11, 37–46.
   Web of Science ®Google Scholar
• Leger, P., & Katsouli, M.K. (1989). Seismic stability of concrete gravity dams. Earthquake Engineering and Structural Dynamics, 18, 889–902.
   Web of Science ®Google Scholar
• Lubliner, J., Oliver, J., Oller, S., & Oñate, E. (1989). A plastic-damage model for concrete. International Journal of Solids and Structures, 25, 229–326.
   Web of Science ®Google Scholar
• Maeso, O., Aznarez, J.J., & Dominguez, J. (2002). Effects of space distribution of excitation on seismic response of arch dams. Journal of Engineering Mechanics ASCE, 128, 759–768.
   Web of Science ®Google Scholar
• Niwa, A., & Clough, R.W. (1980). Shaking table research on concrete dam models(Report No. UCB/EERC 80-05). Berkeley, CA: Earthquake Engineering Research Center, the University of California at Berkeley.
   Google Scholar
• Nowak, P.S., & Hall, J.F. (1990). Arch dam response to non-uniform seismic input. Journal of Engineering Mechanics ASCE, 116, 125–139.
   Web of Science ®Google Scholar
• Rea, D., Liaw, C-Y., & Chopra, A.K. (1975). Mathematical models for the dynamic analysis of concrete gravity dams. Earthquake Engineering and Structural Dynamics, 3, 249–258.
   Google Scholar
• Sandler, I.S. (1998). A new computational procedure for wave propagation problems and a new procedure for non-reflecting boundaries. Computer Methods in Applied Mechanics and Engineering, 164, 223–233.
   Web of Science ®Google Scholar
• Tekie, P.B., & Ellingwood, B.R. (2003). Seismic fragility assessment of concrete gravity dams. Earthquake Engineering and Structural Dynamics, 32, 2221–2240.
   Web of Science ®Google Scholar
• Wang, G., Pekau, O.A., Zhang, C., & Wang, S. (2000). Seismic fracture analysis of concrete gravity dams based on nonlinear fracture mechanics. Engineering Fracture Mechanics, 65, 67–87.
   Web of Science ®Google Scholar
• Wilcoski, J., Robert, R.L., Matheu, E.E., Gambill, J.B., & Chowdhury, M.R. (2001). Seismic testing of a 1/20 scale model of Koyna Dam(Report No. ERDC TR-01-17). U.S. Army Corps of Engineers. Washington, DC: Engineering Research and Development Center.
   Google Scholar
• Zerva, A. (2009). Spatial variation of seismic ground motions: Modelling and engineering applications. Boca Raton, FL: CRC Press, Taylor & Francis Group.
   Google Scholar
• Zienkiewicz, O.C., & Pande, G.N. (1977). Time-dependent multilaminate model of rocks – A numerical study of deformation and failure of rock masses. International Journal for Numerical and Analytical Methods in Geomechanics, 1, 219–247.
   Google Scholar