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Avtorstvo: Peter FAJFAR // 1.06 Objavljeno vabljeno predavanje na znanstveni konferenci
Leto: 1999
Citat: FAJFAR, Peter. A practical nonlinear method for seismic performance evaluation. V: International seminar on Seismic engineering for tomorrow, Tokyo Japan, November 26, 1999. Tokyo: [University of Tokyo], 1999, str. 39-48, graf. prikazi.
Povzetek: A comprehensive, though relatively simple nonlinear method for the seismic performance evaluation of structures (the N2 method) has been developed at the University of Ljubljana. The method combines the nonlinear static (pushover) analysis and the response spectrum approach. The influence of cumulative damage can be easily included by using the concept of equivalent ductility factors. 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 two examples [COBISS.SI-ID 779873]
Tipologija: 1.06 Objavljeno vabljeno predavanje na znanstveni konferenci
COBISS ID 779873 Polni zapis iz sistema COBISS
Vpisal 2009/06/10 11:57