Abstract
Probably the most important, and yet the most difficult aspect of designing arch dams for seismic forces is that of determining what such forces will be. As with all structures, determining seismic design parameters for a site requires the analysis of data from geologic, geophysical, seismological and geotechnical studies. For the site region, such studies are used to develop statistical and deterministic models to characterise the earthquake source, the wave propagation path and the local ground response. The required data is obtained from observational and instrumental data from earthquakes and aftershocks, regional seismicity networks, geologic mapping, geophysical and corresponding laboratory measurements and analytical models. Because of the uncertainties in such data, the design process normally adopts a conservative stance, examples of which include the following:
-
1
Using a rare event as the maximum possible earthquake because the location and magnitude of potential earthquakes are uncertain.
-
2
Using upper-bound values for the peak ground acceleration expected at the site because of uncertainties in attenuation laws.
-
3
Using upper bound values for the design response spectrum because of the variation in such calculated spectra for the same peak value of ground acceleration and/or intensity.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Altinisik D, Severn R T. Multiple-Support and Asynchronous Base Excitation of Structures. Proc Instn Civ Engrs, Part 2, 1981, 71, June 407–426
Dumanoglu AA, Severn R T. Dynamic Response of Dams and Other Structures to Differential Ground Motions. Proc lnstn Civ Engs, Part 2, 1984, 77, Sept 333–352
Calciati F, Castoldi A, Ciacci R, Fanelli M. Experience Gained During In-situ Artificial and Natural Dynamic Excitation of Large Concrete Dams in Italy; Analytical Interpretation of Results. Trans. (COLD Congress, New Delhi 1979, 4, Q51, R32
Zienkiewicz O C, Clough R W, Seed H B. Earthquake Analysis Procedures for Dams - State of the Art, ICOLD Bulletin No 52 1986
Altinisik D A, et al. Seismic Design of Arch Dams Particularly the Contribution from the Reservoir and Multiple Support Excitation of the Bas Paper 24, Dams and Earthquakes, ICE London 1981
Report on Observations of Kurobe Dam, Kansai Electric Power Company 1971
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 1999 Springer-Verlag Wien
About this paper
Cite this paper
Severn, R.T. (1999). Dynamic Behaviour of Arch Dams. In: Pedro, J.O. (eds) Arch Dams. International Centre for Mechanical Sciences, vol 367. Springer, Vienna. https://doi.org/10.1007/978-3-7091-2488-8_3
Download citation
DOI: https://doi.org/10.1007/978-3-7091-2488-8_3
Publisher Name: Springer, Vienna
Print ISBN: 978-3-211-83149-6
Online ISBN: 978-3-7091-2488-8
eBook Packages: Springer Book Archive