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| Avtorstvo: |
Peter FAJFAR // 1.08 Objavljeno predavanje na znanstveni konferenci
Vojko KILAR // 1.08 Objavljeno predavanje na znanstveni konferenci
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| 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.
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| 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]
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| Tipologija: |
1.08 Objavljeno predavanje na znanstveni konferenci |
| COBISS ID |
684129 Polni zapis iz sistema COBISS |
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Vpisal 2009/06/10 11:56
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