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Avtorstvo: Matej FISCHINGER // 1.08 Objavljeno predavanje na znanstveni konferenci
Tatjana ISAKOVIĆ // 1.08 Objavljeno predavanje na znanstveni konferenci
Leto: 2000
Citat: ISAKOVIĆ, Tatjana, FISCHINGER, Matej. Regularity indices for bridge structures. V: 12th World conference on earthquake engineering, Auckland, New Zeland : 12WCEE 2000. Auckland: New Zeland Society for Earthquake Engineering, 2000, str. 1-8, graf. prikazi.
Povzetek: A number of methods can be used for the analysis of bridge structures. Some ofthese methods are well known, and some of them have been developed recently (e.g. N2 method, based on the push-over analysis and inelastic spectra). It has been realised that the appropriate method of analysis and the level of structural model simplification strongly depend on the regularity of the bridge. In general, simplified SDOF models can not be used for the analysis of irregular structures. Since the criteria for the regularity of bridges is not always clearly defined, an attempt has been made to define regularity indices. These indices could be the criteria for the application of the simplified elastic (single-mode-spectral method) as well as simplified inelastic method (N2 method) for the analysis of bridge structures [COBISS.SI-ID 872033]
Tipologija: 1.08 Objavljeno predavanje na znanstveni konferenci
COBISS ID 872033 Polni zapis iz sistema COBISS
Vpisal 2009/06/10 11:56