Effect of underground cavities on surface earthquake ground motion under SH wave propagation.
A theoretical approach is presented to study the antiplane seismic response of underground structures, subjected to the incidence of both plane and cylindrical waves. The structure is assumed to be a circular inclusion embedded in a homogenous, isotropic and linear visco-elastic halfspace. The inclu...
| Udgivet i: | Earthquake engineering & structural dynamics. 38, 12 (2009). |
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| Format: | Article |
| Sprog: | engelsk |
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