Surgu Dam, located in southeast Turkey was subjected to longitudinal c
racks on the dam crest and simultaneous settlement on the upstream par
t of the day, during 5 May 1986 Malatya Earthquake. In the following,
a brief account of the 5 May 1986 earthquake and the damage occurred i
n the dam is reviewed, and the results of a dynamic finite element ana
lysis incorporating the non-linear soil properties are presented. It i
s observed that, a Newmark type permanent displacement analysis carrie
d out under simulated earthquake motions agree well with the actual me
asurements made immediately after the earthquake. The Fourier amplitud
e spectrum of the transient motions recorded on the dam crest is also
in good agreement with that of the computed spectra under the low-ampl
itude synthetic white-noise type base excitations.