Torsional and rocking response of the foundation induced by obliquely spatial incident S waves
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DOI: 10.1016/j.soildyn.2019.105977
Abstract: Abstract The seismic response of a foundation with a viscous-spring artificial boundary induced by obliquely spatial incident shear (S) waves is investigated in this paper. The results obtained indicate that the torsional and rocking response… read more here.
Keywords: rocking response; response foundation; torsional rocking; response ... See more keywords