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Published in 2021 at "Soil Dynamics and Earthquake Engineering"
DOI: 10.1016/j.soildyn.2021.106607
Abstract: Abstract The behavior of utility lined tunnels under single and multiple earthquakes is studied under the assumptions of inelastic material behavior of the liner and the rock medium and full three-dimensionality. Inelasticity in both media…
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Keywords:
response utility;
response;
single multiple;
multiple earthquakes ... See more keywords