Spatial Variation of Earthquake Ground Motion (SVEGM) is clearly indicated in data recorded at dense seismographic arrays
The main purpose of this paper is to study the influence of SVEGM on the seismic response of large embankment dams. To this
end, the Masjed Soleyman embankment dam, constructed in Iran is selected as a numerical example. The spatially varying ground
motion time histories are generated using spectral representation method. According to this methodology, the generated time
histories are compatible with prescribed response spectra and reflect the wave passage and loss of coherence effects. To
investigate the sensitivity of the dam responses to the degree of incoherency, three different coherency models are used to simulate
spatially variable seismic ground motions. Finally, the seismic response of the dam under multi-support excitation is analyzed
and compared to that due to uniform ground motion. Also, the Newmark's method is used to estimate seismic-induced permanent
displacements of the embankment dam. The analysis results reveal that the dam responses can be sensitive to the assumed spatial
variation of ground motion along its base. As a general trend, it is concluded that the use of multi-support excitation, which is
more realistic assumption, results in lower acceleration and displacement responses than those due to uniform excitation.
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