1 |
ANSYS (2010) ANSYS FLUENT 12.0/12.1 Documentation, ANSYS, Inc., NH, USA.
|
2 |
Chen, B., Yuan, Y. (2011) Hydrodynamic Pressures on Arch Dam during Earthquakes, J. Hydraul. Eng., 137(1), pp.34-44.
DOI
|
3 |
Chen, B.F. (1994) Nonlinear Hydrodynamic Pressure on Dam Faces with Arbitrary Reservoir Shapes, J. of Hydra Res., 32(3), pp.401-413.
DOI
|
4 |
Chen, B.F. (1996) Nonlinear Hydrodynamic Effects on Concrete Dam, Engrg. Str., 18 (3), pp.201-212.
DOI
|
5 |
Chen, B.F., Yuan, Y.S., Lee, J.F. (1999) Three-Dimensional Nonlinear Hydrodynamic Pressures by Earthquakes on Dam Faces with Arbitrary Reservoir Shapes, J. Hydra. Res., 37(2), pp.163-187.
DOI
|
6 |
Chopra, A.K. (1970) Earthquake Response of Concrete Gravity Dams, Report No. UCB/EERC-70/01, University of California at Berkeley, CA, USA.
|
7 |
Chopra, A.K. (1978) Earthquake Resistant Design of Concrete Gravity Dams, J. Struct. Div., ASCE, 104, pp.953-971.
DOI
|
8 |
Chwang, A.T. (1978) Hydrodynamic Pressures on Sloping Dams during Earthquakes. Part 2, Exact Theory, J. Fluid Mech., 87, pp.342-348.
|
9 |
Chwang, A.T. (1983) Nonlinear Hydrodynamic Pressure on an Accelerating Plate, J. Physics Fluids, 26(2), pp.383-387.
DOI
|
10 |
Chakrabarti, P., Chopra, A.K. (1973). Earthquake Analysis of Gravity Dams including Hydrodynamic Interaction, Earthq. Eng. Struct. Dyn., 2, pp.143-160.
DOI
|
11 |
Chwang, A.T., Housner, G.W. (1978) Hydrodynamic Pressures on Sloping Dams during Earthquakes. Part 1, Momentum Method, J. Fluid Mech., 87, pp.335-341.
DOI
|
12 |
Donea, J., Giuliani, S., Halleux, J.P. (1982) An Arbitrary Lagrangian-Eulerian Finite Element Method for Transient Fluid-Structure Interaction, Comput. Methods Appl. Mech. Engrg., 33, pp.689-723.
DOI
|
13 |
Fenves, G., Chopra, A.K. (1984) Earthquake Analysis and Response of Concrete Gravity Dams, Report No. UCB/EERC-84/10, University of California at Berkeley, CA, USA.
|
14 |
Patankar, S.V., Spalding, D.B. (1972) A Calculation Procedure for Hear, Mass and Momentum Transfer in Three-Dimensional Parabolic Flows, Int. J. Heat Mass Transfer, 15(10), pp.1787-1806.
DOI
|
15 |
Hall, J.F., Chopra, A.K. (1982) Two-Dimensional Dynamic Analysis of Concrete Gravity and Embankment Dams including Hydrodynamic Effects, Earthq. Eng. Struct. Dyn., 10, pp.305-332.
DOI
|
16 |
Hirt, C.W., Amsden, A.A., Cook, J.L. (1974) An Arbitrary Lagrangian-Eulerian Computing Method for All Flow Speeds, J. Comput. Phys., 14, pp.227-253.
DOI
|
17 |
Hirt, C.W., Nichols, B.D. (1981) Volume of Fluid (VOF) Method for the Dynamics of Free Boundaries, J. Comput. Phys., 39, pp.201-225.
DOI
|
18 |
Pelecanos, L., Kontoe, S., Zdravkovic, L. (2016) Dam-Reservoir Interaction Effects on the Elastic Dynamic Response of Concrete and Earth Dams, Soil Dyn. Earthq. Eng., 82, pp.138-141.
DOI
|
19 |
Phan, H.N., Lee, J. (2010) Flood Impact Pressure Analysis of Vertical Wall Structures using PLIC-VOF Method with Lagrangian Advection Algorithm, J. Comput. Struct. Eng. Inst. Korea, 23(6) pp.675-682.
|
20 |
Rider, W.J., Kothe, D.B. (1998) Reconstructing Volume Tracking, J. Comput. Phys., 141, pp.112-152.
DOI
|
21 |
Saini, S.S., Bettess, P.,d Zienkiewicz, O.C. (1978) Coupled Hydrodynamic Response of Concrete Gravity Dams using Finite and Infinite Elements, Earthq. Eng. Struct. Dyn., 6, pp.363-374.
DOI
|
22 |
USACE (2000) Design of Spillway Tainter Gates, EM 1110-2-2702, US Army Corps of Engineers.
|
23 |
USACE (2007) Earthquake Design and Evaluation of Concrete Hydraulic Structures, EM 1110-2-6053, US Army Corps of Engineers.
|
24 |
Zangar, C.N. (1952) Hydrodynamic Pressures on Dams Due to Horizontal Earthquake Effects, Bureau of Reclamation, US Department of the Interior.
|
25 |
USBR (2006) State-of-Practice for the Nonlinear Analysis of Concrete Dams at the Bureau of Reclamation, Bureau of Reclamation, US Department of the Interior.
|
26 |
Westergaard, H.M. (1933) Water Pressure on Dams during Earthquakes, Trans. ASCE, 98, pp.418-472.
|
27 |
Youngs, D.L. (1982) Time-dependent Multi-Material Flow with Large Fluid Distortion, Numerical Method for Fluid Dynamics, Academic Press, NY, pp.273-285.
|