Closure to “Hydrodynamic Pressure on Gravity Dams with Different Heights and the Westergaard Correction Formula” by Mingming Wang, Jianyun Chen, Liang Wu, and Bingyue Song
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Volume 22, Issue 8
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References
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Calayir, Y. 1994. “Dynamic analysis of concrete gravity dams using the Eulerian and the Lagrangian approaches.” [In Turkish.] Ph.D. thesis, Dept. of Civil Engineering, Karadeniz Technical Univ.
Clough R, W., and J. Penzien. 2003. Dynamics of structures. 3rd ed. Berkeley, CA: Computers & Structures.
CREEI (China Renewable Energy Engineering Institute). 2015. Code for seismic design of hydraulic structures of hydropower project. NB 35047-2015. Beijing: China Electric Power Press.
Hariri-Ardebili, M. A. 2017. “Analytical failure probability model for generic gravity dam classes.” Proc. Inst. Mech. Eng., Part O: J. Risk Reliab. 231 (5): 546–557. https://doi.org/10.1177/1748006X17712663.
MWRC (Ministry of Water Resources of China). 2018. Design code for concrete gravity dam. SL 319-2018. Beijing: China Water Power Press.
Wang, M., J. Chen, and W. Xiao. 2018. “Experimental and numerical comparative study on gravity dam-reservoir coupling system.” KSCE J. Civ. Eng. 22 (10): 3980–3987. https://doi.org/10.1007/s12205-018-1434-3.
Westergaard, H. 1933. “Water pressures on dams during earthquakes.” Trans. Am. Soc. Civ. Eng. 98: 418–433. https://doi.org/10.1061/TACEAT.0004496.
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Published In
International Journal of Geomechanics
Volume 22 • Issue 8 • August 2022
Copyright
© 2022 American Society of Civil Engineers.
History
Received: Aug 17, 2020
Accepted: Jan 20, 2022
Published online: Jun 9, 2022
Published in print: Aug 1, 2022
Discussion open until: Nov 9, 2022
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