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https://open.uns.ac.rs/handle/123456789/5203
Nаziv: | A comparison of linear and nonlinear seismic tunnel-ground interaction analyses | Аutоri: | Zlatanović E. Trajković-Milenković M. Lukić, Dejan Brčić S. Šešov V. |
Dаtum izdаvаnjа: | 1-јан-2016 | Čаsоpis: | Acta Geotechnica Slovenica | Sažetak: | 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. | URI: | https://open.uns.ac.rs/handle/123456789/5203 | ISSN: | 18540171 |
Nаlаzi sе u kоlеkciјаmа: | Naučne i umetničke publikacije |
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prоvеrеnо 10.05.2024.
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