Please use this identifier to cite or link to this item:
https://open.uns.ac.rs/handle/123456789/5203
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Zlatanović E. | en |
dc.contributor.author | Trajković-Milenković M. | en |
dc.contributor.author | Lukić, Dejan | en |
dc.contributor.author | Brčić S. | en |
dc.contributor.author | Šešov V. | en |
dc.date.accessioned | 2019-09-30T08:46:18Z | - |
dc.date.available | 2019-09-30T08:46:18Z | - |
dc.date.issued | 2016-01-01 | en |
dc.identifier.issn | 18540171 | en |
dc.identifier.uri | https://open.uns.ac.rs/handle/123456789/5203 | - |
dc.description.abstract | In order to study the effects of a seismically induced tunnel-ground interaction, two-dimensional numerical analyses are performed using the sofware ANSYS. The study employs a coupled beam-spring model subjected to earthquake loading that is simulated under pure shear conditions and determined by a free-field ground-response analysis using the code EERA. The properties of the soil material are considered as both linear and nonlinear. The results obtained by linear dynamic analyses are compared with state-of-practice analytical elastic solutions. A comparison of the results of both linear and nonlinear analyses is also performed, and significant differences, as well as important factors influencing the tunnel-ground interaction f or both cases, are evaluated. | en |
dc.relation.ispartof | Acta Geotechnica Slovenica | en |
dc.title | A comparison of linear and nonlinear seismic tunnel-ground interaction analyses | en |
dc.type | Journal/Magazine Article | en |
dc.identifier.scopus | 2-s2.0-85005950974 | en |
dc.identifier.url | https://api.elsevier.com/content/abstract/scopus_id/85005950974 | en |
dc.relation.lastpage | 42 | en |
dc.relation.firstpage | 27 | en |
dc.relation.issue | 2 | en |
dc.relation.volume | 13 | en |
item.grantfulltext | none | - |
item.fulltext | No Fulltext | - |
Appears in Collections: | Naučne i umetničke publikacije |
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