Abstract The dynamic responses of simple arch dams, with different radius to height ratios are analysed for three conditions: the dam alone without water, and the dam with full reservoir, considering water to be compressible in one case and neglecting water compressibility in the other case. The complex frequency response functions for accelerations at the dam crest due to the three components of ground motion—upstream‐downstream component, cross‐stream component and vertical component–are presented. Based on these results, the effects of dam‐water interaction, of water compressibility, and of bank motions on dam response are investigated.
Discussion(0)
No comments yet. Be the first to comment.