1 |
Chen, D.H., Du C.B. (2011), "Application of strength reduction method to dynamic anti-sliding stability analysis of high gravity dam with complex dam foundation", Water Sci. Eng., 4(2), 212-224. https://doi.org/10.3882/j.issn.1674-2370.2011.02.009.
DOI
|
2 |
Chen, D.H., Yang, Z.H., Wang, M., Xie, J.H. (2019), "Seismic performance and failure modes of the Jin'anqiao concrete gravity dam based on incremental dynamic analysis", Eng. Failure Anal., 100, 227-244. https://doi.org/10.1016/j.engfailanal.2019.02.018.
DOI
|
3 |
Akkose, M., Simsek, E. (2010), "Non-linear seismic response of concrete gravity dams to near-fault ground motions including dam water-sediment-foundation interaction", Appl. Math. Model., 34(11), 3685-3700. https://doi.org/10.1016/j.apm.2010.03.019.
DOI
|
4 |
Akpinar, U., Binici, B., Arici, Y. (2014), "Earthquake stresses and effective damping in concrete gravity dams", Earthq. Struct., 6(3). http://dx.doi.org/10.12989/eas.2014.6.3.251.
|
5 |
Lei, X. (2010), "Possible roles of the Zipingpu reservoir in triggering the 2008 Wenchuan earthquake", J. Asian Earth Sci., 40(4), 844-854. https://doi.org/10.1016/j.jseaes.2010.05.004.
DOI
|
6 |
Lotfi, V., Samii, A. (2012), "Dynamic analysis of concrete gravity dam-reservoir systems by wavenumber approach in the frequency domain", Earthq. Struct., 3(3). DOI: 10.12989/eas.2012.3.3_4.533.
|
7 |
Lysmer, J., Kuhlemeyer, RL., (1969), "Finite Dynamic Model for Infinite Media", J. Eng. Mech., 95(EM4), 859-877.
|
8 |
Mirzabozorg, H., Kianoush, R., Varmazyari, M. (2010), "Nonlinear behavior of concrete gravity dams and effect of input spatially variation", Struct. Eng. Mech., 35(3). http://dx.doi.org/10.12989/sem.2010.35.3.365.
|
9 |
Oudni, N., Bouafia, Y. (2015), "Response of concrete gravity dam by damage model under seismic excitation", Eng. Failure Anal., 58, 417-428. https://doi.org/10.1016/j.engfailanal.2015.08.020.
DOI
|
10 |
Poul, M.K., Zerva, A. (2018), "Nonlinear dynamic response of concrete gravity dams considering the deconvolution process", Soil Dyn. Earthq. Eng., 109, 324-338. https://doi.org/10.1016/j.soildyn.2018.03.025.
DOI
|
11 |
Seed, H.B., Idriss, I.M. (1970), "Soil moduli and damping factors for dynamic response analyses", Technical Report EERRC-70-10, University of California, Berkeley, U.S.A.
|
12 |
Haciefendioglu, K., Bayraktar, A., Turker, T. (2010), "Seismic response of concrete gravity dam-ice covered reservoir-foundation interaction systems", Struct. Eng. Mech., 36(4).
|
13 |
Sevim, B. (2018), "Geometrical dimensions effects on the seismic response of concrete gravity dams", Advan. Concrete Constr., 6(3), 269-283. https://doi.org/10.12989/acc.2018.6.3.269.
DOI
|
14 |
Chopra, A K. (1966), "Hydrodynamic pressures on dams during earthquakes", Berkeley, Structures and Materials, Report no. 66-2A. University of California Berkeley, California, U.S.A.
|
15 |
Fanelli, M. (1992), "Dynamic characterization of Talvacchia dam: Experimental activities, numerical modelling and monitoring", Bergamo, Italy: Istituto sperimentale modelli e strutture, ISMES publication, Serie: 334.
|
16 |
Fenves, G., Chopra, A. K. (1984), "EAGD-84: a computer program for earthquake analysis of concrete gravity dams", Berkeley, Earthquake Engineering Research Centre. Report no. UCB/EERC-84/11. University of California Berkeley, California, U.S.A.
|
17 |
Fok, K.L., Chopra, A. K. (1985), "Earthquake analysis and response of concrete arch dams", Earthquake Engineering Research Centre. Report no. UCB/EERC-85/07. University of California Berkeley, California, U.S.A.
|
18 |
Hai-tao, W., Jiayu, S., Feng, W., Zhiqiang, A., Tianyun, L. (2019), "Experimental study on elastic-plastic seismic response analysis of concrete gravity dam with strain rate effect", Soil Dyn. Earthq. Eng., 116, 563-569. https://doi.org/10.1016/j.soildyn.2018.09.020.
DOI
|
19 |
Hall, J. F. (1988), "The dynamic and earthquake behaviour of concrete dams: review of experimental behaviour and observational evidence", Soil Dyn. Earthq. Eng, 7(2), 58-121. https://doi.org/10.1016/S0267-7261(88)80001-0.
DOI
|
20 |
Hariri-Ardebili, M.A., Seyed-Kolbadi, S.M., Mirzabozorg, H. (2013), "A smeared crack model for seismic failure analysis of concrete gravity dams considering fracture energy effects", Struct. Eng. Mech., 48(1). DOI: 10.12989/sem.2013.48.1.017. https://doi.org/10.12989/sem.2010.36.4.499.
|
21 |
Itasca Consulting Group, Inc. FLAC version 5 user manual. Minneapolis, USA: Itasca Consulting Group, Inc.: 2002.
|
22 |
Yazdani, Y., Alembagheri, M. (2017), "Seismic vulnerability of gravity dams in near-fault areas", Soil Dyn. Earthq. Eng., 102, 15-24. https://doi.org/10.1016/j.soildyn.2017.08.020.
DOI
|
23 |
Wang, G., Wang, Y., Lu, W., Yan, P., Zhou, W., Chen, M. (2017), "Damage demand assessment of mainshock-damaged concrete gravity dams subjected to aftershocks", Soil Dyn. Earthq. Eng., 98, 141-154. https://doi.org/10.1016/j.soildyn.2017.03.034.
DOI
|
24 |
Wang, G., Wang, Y., Lu, W., Yu, M., Wang, C. (2017), "Deterministic 3D seismic damage analysis of Guandi concrete gravity dam: A case study", Eng. Struct., 148, 263-276. https://doi.org/10.1016/j.engstruct.2017.06.060.
DOI
|
25 |
Westergaard, H.M. (1933), "Water pressures on dams during earthquakes", Am. Soc. Civ. Eng. Trans., 98(2), 418-433.
DOI
|
26 |
Zhang, S., Wang, G. (2013), "Effects of near-fault and far-fault ground motions on nonlinear dynamic response and seismic damage of concrete gravity dams", Soil Dyn. Earthq. Eng., 53, 217-229. https://doi.org/10.1016/j.soildyn.2013.07.014.
DOI
|
27 |
Zhu, H.H., Yin, J.H., Dong, J.H., Zhang, L. (2010), "Physical modelling of sliding failure of concrete gravity dam under overloading condition", Geomech. Eng., 2(2). https://10.12989/gae.2010.2.2.089.
|