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Avtorstvo: Matej FISCHINGER // 1.08 Objavljeno predavanje na znanstveni konferenci
Tatjana ISAKOVIĆ // 1.08 Objavljeno predavanje na znanstveni konferenci
Leto: 1999
Citat: FISCHINGER, Matej, ISAKOVIĆ, Tatjana, KRIŽAJ, Samo. Modeling inelastic seismic response of RC viaducts. V: Earthquake engineering : eight Canadian conference : proceedings : eight Canadian conference on earthquake engineering, Vancouver, 13-16 june 1999 : huitieme conférence canadienne : comptes rendus : huitieme conférence canadienne sur le génie parasismique, Vancouver, 13-16 juin 1999. Vancouver: The Canadian Association for earthquake engineering, 1999, str. 689-694, graf. prikazi.
Povzetek: Analytical results are compared with the experimental results for two large-scale single column bent viaducts which were pseudo-dynamically tested in the European Laboratory of the Structural Assessment in Italy. Two typical inelastic element models (beam element with lumped plasticity and fiber element model) are used in the inelastic time history analysis. Relatively simple beam element with Takeda hysteretic rules has proved to be quite successful in modeling inelastic response of the viaducts with the exception of a short column behavior. The response of the fiber element was difficult to control and a lot of tuning was needed to obtain good correlation with the experimental results [COBISS.SI-ID 714081]
Tipologija: 1.08 Objavljeno predavanje na znanstveni konferenci
COBISS ID 714081 Polni zapis iz sistema COBISS
Vpisal 2009/06/10 11:56