Procedure for Time-Domain Seismic Analyses of Concrete Dams
Publication: Journal of Engineering Mechanics
Volume 122, Issue 2
Abstract
A procedure for time-domain seismic analyses of concrete dams is presented. This procedure employs substructure technique, the finite-element method, and a general transmitting boundary proposed by the writers. This transmitting boundary yields accurate hydrodynamic pressures acting on the dams, with low computational cost. The procedure can be adopted for both linear and nonlinear time-domain analyses of dam-reservoir systems. Modal analysis can be incorporated in the linear analysis to further reduce the computational effort. Several numerical examples under various ground motion inputs are also presented to demonstrate the accuracy and efficiency of the proposed procedure.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Cook, R. D., Malkus, D. S., and Plesha, M. E. (1989). Concepts and applications of finite element analysis, 3rd Ed., John Wiley & Sons, New York, N.Y.
2.
Fenves, G. L., and Chopra, A. K. (1984). “EAGD-84: A computer program for earthquake analysis of concrete gravity dams.”Rep. No. UCB/EERC-84/11, Univ. of California, Berkeley, Calif.
3.
Friedman, M. B., and Shaw, R.(1962). “Diffraction of pulses by cylindrical obstacles of arbitrary cross section.”Trans. ASME, J. Appl. Mech., Series E, 29, 40–46.
4.
Hall, J. F.(1986). “Study of earthquake response of pine flat dam.”Earthquake Engrg. Struct. Dyn., 14, 281–295.
5.
Kuo, J. S. H. (1982). “Fluid-structure interactions: added mass computation for incompressible fluid.”Rep. No. UCB/EERC-82/09, Univ. of California, Berkeley, Calif.
6.
Lee, G. C., and Tsai, C. S.(1991). “Time-domain analyses of dam-reservoir systems. I: exact solution.”J. Engrg. Mech., ASCE, 117(9), 1990–2006.
7.
Lotfi, V., Roesset, J. M., and Tassoulas, J. L.(1987). “A technique for the analysis of the response of Dams to Earthquakes.”Earthquake Engrg. Struct. Dyn., 15, 463–490.
8.
Panel on Earthquake Engineering for Concrete Dams. (1990). Earthquake engineering for concrete dams: Design, performance, and research needs . National Academy Press, Washington, D.C.
9.
Priscu, R., Popovici, A., Ilie, L., and Stematiu, D. (1975). “New aspects in the earthquakes analysis of arch dams.”Criteria and assumptions for numerical analysis of dams, D. N. Naylor et al., eds., Proc., Int. Symp., Swansea, U.K., 710–722.
10.
Tsai, C. S., and Lee, G. C.(1990). “Method for transient analysis of three dimensional dam-reservoir interactions.”J. Engrg. Mech., ASCE, 116(10), 2151–2172.
11.
Tsai, C. S., and Lee, G. C.(1991). “Time domain analysis of dam-reservoir system. II: substructure method.”J. Engrg. Mech., ASCE, 117(9), 2007–2025.
12.
Tsai, C. S., Lee, G. C., and Yeh, C. S.(1992). “Time-domain analysis of three-dimensional dam-reservoir interactions by BEM and semi-analytical method.”Engrg. Anal. with Boundary Elements, 10, 107–118.
13.
Wolf, J. P., and Paronesso, A. (1991). “Lumped-parameter model of semi-infinite uniform fluid channel for time-domain analysis of dam-reservoir interaction.”Proc., 5th Conf. on Soil Dynamics and Earthquake Engrg., Karlsruhe, Germany, 389–402.
14.
Yang, R. (1993). “Time-domain analysis of dam-reservoir interactions during earthquakes,” PhD thesis, State Univ. of New York at Buffalo, N.Y.
15.
Yang, R., Tsai, C. S., and Lee, G. C.(1993b). “Far-field modeling in 3D dam-reservoir interaction analysis.”J. Engrg. Mech., ASCE, 119(8), 1615–1631.
16.
Yang, R., Tsai, C. S., and Lee, G. C. (1993a). “Explicit time-domain transmitting boundary for dam-reservoir interaction analysis.”Int. J. Numer. Methods Engrg., 36(1993).
Information & Authors
Information
Published In
Copyright
Copyright © 1996 American Society of Civil Engineers.
History
Published online: Feb 1, 1996
Published in print: Feb 1996
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.