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Avtorstvo: Matej FISCHINGER // 1.08 Objavljeno predavanje na znanstveni konferenci
Peter FAJFAR // 1.08 Objavljeno predavanje na znanstveni konferenci
Tatjana ISAKOVIĆ // 1.08 Objavljeno predavanje na znanstveni konferenci
Leto: 1998
Citat: ISAKOVIĆ, Tatjana, FISCHINGER, Matej, FAJFAR, Peter. Torsional behavior of single column bent viaducts. V: Seismic design and mitigation for the third millennium : proceedings. Oakland: Earthquake Engineering Research Institute, 1998, str. [1-12], graf. prikazi.
Povzetek: It has been realized that single-column bent viaducts can be very sensitive totorsion when loaded in the transverse direction and that their response can be in many cases surprising. To investigate the viaduct torsional sensitivity and parameters which influence the viaduct response, parametric study of relatively simple, idealized four-span single-column bent structures was made (the same as used in the support studies for the European standard for the seismic design of bridges - Eurocode 8/2). The stiffness of bents, the eccentricity of mass, and the constraints at the abutments were varied. All structures were analyzed with different elastic methods and, for the limited number of viaducts, inelastic time history analysis was also performed [COBISS.SI-ID 402017]
Tipologija: 1.08 Objavljeno predavanje na znanstveni konferenci
COBISS ID 402017 Polni zapis iz sistema COBISS
Vpisal 2009/06/10 11:56