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Avtorstvo: Peter FAJFAR // 1.08 Objavljeno predavanje na znanstveni konferenci
Leto: 1998
Citat: FAJFAR, Peter, GAŠPERŠIČ, Peter. A simplified nonlinear method for seismic evaluation of RC bridges. V: Seismic design and mitigation for the third millennium : proceedings. Oakland: Earthquake Engineering Research Institute, 1998, str. [1-12], graf. prikazi.
Povzetek: A comprehensive, though relatively simple nonlinear method for seismic damage analysis of structures and its application to RC bridges are described. It is called the N2 method, where N stands for Nonlinear analysis and 2 for two mathematical models. The method was initially influenced by the Q-model developed by Saiidi and Sozen. The basic features of the method are: two separate mathematical models, the response spectrum approach and the pushover analysis. The N2 method can be used for the seismic evaluation of both existing and newly designed structures. From the first version, published in 1987, the method has been gradually developed to its present version. Originally, it has been used for buildings. Recently, its applicability has been extended to bridges. Applications of the method are, for the time being, restricted to the analyses of planar structural models [COBISS.SI-ID 401761]
Tipologija: 1.08 Objavljeno predavanje na znanstveni konferenci
COBISS ID 401761 Polni zapis iz sistema COBISS
Vpisal 2009/06/10 11:56