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ǂA ǂcomparison of linear and nonlinear seismic tunnel-ground interaction analyses
Elefterija Zlatanović, Marina Trajković-Milenković, Dragan Č. Lukić, Stanko Brčić, Vlatko Šešov
Izvirni znanstveni članek
Oznake: circular tunnel;linear/nonlinear soil behaviour;beam–spring model;plane-strain conditions;simplified dynamic FE analysis;soil–structure interaction;
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 ...
Leto: 2016 Vir: Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo (UM FGPA)
Št. zadetkov: 1
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