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Avtorstvo: Peter FAJFAR // 1.08 Objavljeno predavanje na znanstveni konferenci
Vojko KILAR // 1.08 Objavljeno predavanje na znanstveni konferenci
Leto: 1999
Citat: KILAR, Vojko, FAJFAR, Peter. Inelastic seismic response of an asymmetric multi-story R/C frame building. 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. 757-762, graf. prikazi.
Povzetek: In the paper the inelastic torsional behaviour of a four-story asymmetric RC structure, representative for a typical frame-type building, is discussed. Thesymmetric variant of the building was designed according to Eurocode 8. Asymmetry was introduced by shifting the mass center in one direction. The influence of the magnitude of eccentricity and of the intensity of ground motion was studied. In addition, a torsionally flexible variant of the building was investigated. Each variant of the structure was subjected to a set of five ground motions. The nonlinear dynamic response under uni- and bi-directional input is compared in terms of mean values of envelopes of displacements and torsional rotations. The results demonstrate that, for the investigated building, uni-directional input yields results which are close tothe results obtained for bidirectional loading [COBISS.SI-ID 684129]
Tipologija: 1.08 Objavljeno predavanje na znanstveni konferenci
COBISS ID 684129 Polni zapis iz sistema COBISS
Vpisal 2009/06/10 11:56