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Avtorstvo: Matej FISCHINGER // 1.16 Poglavje ali samostojni sestavek v znanstveni knjigi
Peter FAJFAR // 1.16 Poglavje ali samostojni sestavek v znanstveni knjigi
Tatjana ISAKOVIĆ // 1.16 Poglavje ali samostojni sestavek v znanstveni knjigi
Leto: 2000
Citat: FAJFAR, Peter, FISCHINGER, Matej, ISAKOVIĆ, Tatjana. A method for seismic performance evaluation of buildings and bridges. V: FISCHINGER, Matej (ur.). Faculty of Civil and Geodetic Engineering on the doorstep of the millennium : on the occasion of its 80th anniversary. Ljubljana: Faculty of Civil and Geodetic Engineering, 2000, str. 33-46, graf. prikazi.
Povzetek: A comprehensive, though relatively simple nonlinear method for the seismic performance evaluation of structures (the N2 method) has been developed. The method combines the nonlinear static (pushover) analysis and the respons spectrum approach. The method yields results of reasonable accuracy if the structure oscillates predominantly in the first mode. In the paper, the most recent version of the method is presented, which is formulated in the acceleration - displacement format. The application of the method is illustrated by an example of a four-storey reinforced concrete frame building. The N2 method has been recently extended to bridge structures. A regularity index is proposed as a numerical measure to estimate the applicability of the method for typical reinforced concrete viaducts [COBISS.SI-ID 942177]
Tipologija: 1.16 Poglavje ali samostojni sestavek v znanstveni knjigi
COBISS ID 942177 Polni zapis iz sistema COBISS
Vpisal 2009/06/10 11:56