Akkose, M., Bayraktar, A., and Dumanoglu, A. a. (2008). “Reservoir water level effects on nonlinear dynamic response of arch dams.” Journal of Fluids and Structures, Vol. 24, No. 3, pp. 418–435, Retrieved from http://linkinghub.elsevier.com/retrieve/pii/S0889974607000825.
Ayari, M. L. (1990). “A fracture mechanics based seismic analysis of concrete gravity dams using discrete cracks.” Engineering Fracture Mechanics, Vol. 35, Nos. 1-3, pp. 587–598.
Bayraktar, A., Turker, T., and Akkose, M. (2010). “The effect of reservoir length on seismic performance of gravity dams to near-and far-fault ground motions.” Nat Hazards, pp. 257–275.
Bhattacharjee, S. S. and Leger, P. (1993). “Seismic cracking and energy dissipation in concrete gravity dams.” Journal of Earthquake Engineering and Structural Dynamics, Vol. 22, pp. 991–1007.
Burman, A., Maity, D., and Sreedeep, S. (2010). “Iterative analysis of concrete gravity dam-nonlinear foundation interaction.” International Journal of Engineering, Science and Technology, Vol. 2, No. 4, pp. 85–99.
Burman, A., Nayak, P., Agrawal, P., and Maity, D. (2012). “Coupled gravity dam–foundation analysis using a simplified direct method of soil–structure interaction.” Soil Dynamics and Earthquake Engineering, Vol. 34, No. 1, pp. 62–68, DOI: 10.1016/j.soildyn.2011.10.008.
Calayir, Y. and Karaton, M. (2005a). “A continuum damage concrete model for earthquake analysis of concrete gravity dam–reservoir systems.” Soil Dynamics and Earthquake Engineering, Vol. 25, No. 11, pp. 857–869, DOI: 10.1016/j.soildyn.2005.05.003.
Calayir, Y. and Karaton, M. (2005b). Seismic fracture analysis of concrete gravity dams including dam–reservoir interaction. Computers & Structures, Vol. 83, Nos. 19-20, pp. 1595–1606, DOI: 10.1016/j.compstruc.2005.02.003.
Chahrour, A. H. and Ohtsu, M. (1994). “Crack growth prediction in scaled down model of concrete gravity dam.” Theoretical and Applied Fracture Mechanics, Vol. 21, No. 1, pp. 29–40, DOI: 10.1016/0167-8442(94)90006-X.
Chakrabarti, P. and Chopra, A. K. (1973). “A computer program for earthquake analysis of gravity dams including reservoir interaction.” Earthquake Engineering Research Center, University of California, Berkeley AD 766 271 A04.
Chopra, A. K. (2001). Dynamics of Structures Theory and Applications to Earthquake Engineering, New Jersey: Prentice-Hall.
Demirel, E. (2015). “Numerical simulation of earthquake excited damreservoirs with irregular geometries using an immersed boundary method.” Soil Dynamics and Earthquake Engineering, Vol. 73, pp. 80–90, DOI: 10.1016/j.soildyn.2015.03.003.
Fazeli, M. and Ghaemian, M. (2005). “Parametric study of nonlinear smeared crack model in concrete gravity dams under earthquake ground motion.” In 2NCCE, Second National Conference, University of Science and Technology, Tehran, Iran.
Fenves, G. and Chopra, A. K. (1984). “Earthquake analysis of concrete gravity dams including reservoir bottom absorption and dam-waterfoundation rock interaction.” Earthquake Engineering & Structural Dynamics, Vol. 12, No. 5, pp. 663–680, DOI: 10.1002/eqe.4290120507.
Ftima, M. and Léger, P. (2006). “Seismic stability of cracked concrete dams using rigid block models.” Computers & Structures, Vol. 84, No. 28, pp. 1802–1814, DOI: 10.1016/j.compstruc.2006.04.012.
Gao, Y., Jin, F., Wang, X., and Wang, J. (2011). “Finite element analysis of dam-reservoir interaction using high-order doubly asymptotic open boundary.” Mathematical Problems in Engineering, 2011, pp. 1–23.
Ghaedi, K. and Ibrahim, Z. (2017). “Earthquake Prediction.” In T. Zouaghi (Ed.), Earthquakes -Tectonics, Hazard and Risk Mitigation, pp. 205–227, InTech. http://doi.org/10.5772/65511.
Ghaedi, K., Jameel, M., Ibrahim, Z., and Khanzaei, P. (2016). “Seismic analysis of Roller Compacted Concrete (RCC) dams considering effect of sizes and shapes of galleries.” KSCE Journal of Civil Engineering, Vol. 20, No. 1, pp. 261–272, DOI: 10.1007/s12205-015-0538-2.
Ghaemian, M. (2000). Concrete dams: Seismic analysis, Design and Retrifitting.
GHD (2002). Study of restrictions on RCC temperature, Stage 2 development of Ipoh water supply.
Ghrib, F., Lupien, R., Veineux, M., Léger, P., and Tinawi, R. (1995). “A Progressive methodology for seismic safety evaluation of gravity dams.” In Canadian Dam Association Conference (p. 83).
Guanglun, W., Pekau, O. A., Chuhan, Z., and Shaomin, W. (2000). “Seismic fracture analysis of concrete gravity dams based on nonlinear fracture mechanics.” Engineering Fracture Mechanics, Vol. 65, pp. 67–87.
Hariri-Ardebili, M. A. and Seyed-Kolbadi, S. M. (2015). “Seismic cracking and instability of concrete dams: Smeared crack approach.” Engineering Failure Analysis, Vol. 52, pp. 45–60, DOI: 10.1016/j.engfailanal.2015.02.020.
Hariri-Ardebili, M. A., Seyed-Kolbadi, S. M., and Kianoush, M. R. (2016). “FEM-based parametric analysis of a typical gravity dam considering input excitation mechanism.” Soil Dynamics and Earthquake Engineering, Vol. 84, pp. 22–43, DOI: 10.1016/j.soildyn.2016.01.013.
Hatami, K. (1997). “Effect of reservoir bottom on earthquake response of concrete dams.” Soil Dynamics and Earthquake Engineering, Vol. 16, Nos. 7-8, pp. 407–415, DOI: 10.1016/S0267-7261(97)00023-7.
Huang, J. (2011). Seismic response evaluation of concrete gravity dams subjected to spatially varying earthquake ground motions, Drexel.
Huda, A. M., Jaafar, M. S., Noorzaei, J., Thanoon, W. A., and Mohammed, T. A. (2010). “Modelling the effects of sediment on the seismic behaviour of kinta roller compacted concrete dam.” Pertanika J. Sci. & Technol, Vol. 18, No. 1, pp. 43–59.
Kartal, M. E. (2012). “Three-dimensional earthquake analysis of rollercompacted concrete dams.” Natural Hazards and Earth System Science, Vol. 12, No. 7, pp. 2369–2388, DOI: 10.5194/nhess-12-2369-2012.
Khazaee, A. and Lotfi, V. (2014). “Application of perfectly matched layers in the transient analysis of dam-reservoir systems.” Soil Dynamics and Earthquake Engineering, Vol. 60, pp. 51–68, DOI: 10.1016/j.soildyn.2014.01.005.
Long, Y., Zhang, C., and Xu, Y. (2009). “Nonlinear seismic analyses of a high gravity dam with and without the presence of reinforcement.” Engineering Structures, Vol. 31, No. 10, pp. 2486–2494, DOI: 10.1016/j.engstruct.2009.06.004.
Lotfi, V. (2003). “Seismic analysis of concrete gravity dams by decoupled modal approach in time domain.” Electronic Journal of Structural Engineering, Vol. 3, pp. 102–116.
Mansouri, A., Lashteh Neshaei, M. A., and Aghajany, R. (2011). “Fracture analysis of concrete gravity dam under earthquake induced loads.” J. Appl. Sci. Environ. Manage, Vol. 1, No. 2005, pp. 317–325.
Monteiro, G. and Barros, R. C. (2008). “Seismic analysis of a roller compacted concrete gravity dam in Portugal.” In World Conference on Earthquake Engineering, Beijing, China.
Mridha, S. and Maity, D. (2014). “Experimental investigation on nonlinear dynamic response of concrete gravity dam-reservoir system.” Engineering Structures, Vol. 80, pp. 289–297, DOI: 10.1016/j.engstruct.2014.09.017.
National Research Council (US). (1990). Earthquake engineering for concrete dams: Design, performance, and research needs. Washington (DC): National Academies Press
Omidi, O., Valliappan, S., and Lotfi, V. (2013). “Seismic cracking of concrete gravity dams by plastic–damage model using different damping mechanisms.” Finite Elements in Analysis and Design, Vol. 63, pp. 80–97, DOI: 10.1016/j.finel.2012.08.008.
Patel, P. N., Spyrakos, C. C., and Virginia, W. (1991). “Uplifting-sliding response of flexible structures to seismic loads.” Engineering Analysis with Boundary Elements, Vol. 8, No. 4, pp. 185–191.
Pathan, M. K. (2012). “Finite Element Analysis Of 99.60 M High Roller Compacted Concrete (Rcc) Gravity Dam -Special Emphasis on dynamic analysis.” International Journal of Civil Engineering and Technology, Vol. 6308, No. December 1967, pp. 387–391.
Raphael, J. M. (1984). “Tensile strength of concrete.” American Concrete Institute, pp. 158–165.
Rizos, D. C. and Karabalis, D. L. (2000). “Fluid-soil-structure interaction.” In Wave Motion in Earthquake Engineering, Boston: WIT Press.
Rosdi, A. (2008). Rumah Orang Asli, Kinta Dam. Retrieved from http://my.geoview.info/rumah_orang_asli_kinta_dam,12374072p.
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, Vol. 164, Nos. 1-2, pp. 223–233, DOI: 10.1016/S0045-7825(98)00056-5.
Sarkar, R., Paul, D. K., and Stempniewski, L. (2007). “Influence of reservoir and foundation on the nonlinear dynamic response of concrete gravity dams.” Earthquake Technology, Vol. 44, No. 490, pp. 377–389.
US Army Corps of Engineers (2000). Roller-Compacted Concrete.
Wang, G., Wang, Y., Lu, W., Zhou, C., Chen, M., and Yan, P. (2015a). “XFEM based seismic potential failure mode analysis of concrete gravity dam–water–foundation systems through incremental dynamic analysis.” Engineering Structures, Vol. 98, pp. 81–94, DOI: 10.1016/j.engstruct.2015.04.023.
Wang, G., Zhang, S., Zhou, C., and Lu, W. (2015b). “Correlation between strong motion durations and damage measures of concrete gravity dams.” Soil Dynamics and Earthquake Engineering, Vol. 69, pp. 148–162, DOI: 10.1016/j.soildyn.2014.11.001.
Yaghin, M. A. L. and Hesari, M. A. (2008). “Dynamic analysis of the arch concrete dam under earthquake force with ABAQUS.” Journal of Applied Sciences, Vol. 8, No. 15, pp. 2648–2658.
Zhang, J.-H., He, J.-D., and Fan, J.-W. (2001). “Static and dynamic stability assessment of slopes or dam foundations using a rigid body–spring element method.” International Journal of Rock Mechanics and Mining Sciences, Vol. 38, No. 8, pp. 1081–1090, DOI: 10.1016/S1365-1609(01)00072-7.
Zhang, S. and Wang, G. (2013). “Effects of near-fault and far-fault ground motions on nonlinear dynamic response and seismic damage of concrete gravity dams.” Soil Dynamics and Earthquake Engineering, Vol. 53, pp. 217–229, DOI: 10.1016/j.soildyn.2013.07.014.
Zhang, S., Wang, G., and Yu, X. (2013). “Seismic cracking analysis of concrete gravity dams with initial cracks using the extended finite element method.” Engineering Structures, Vol. 56, pp. 528–543, DOI: 10.1016/j.engstruct.2013.05.037.