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IKPIR: BIBLIOGRAPHY: COBISS-ID: 942177 Ljubljana,  

 

IKPIR Atuhor: Matej FISCHINGER // 1.16 Chapter or independent contribution in scientific book
Peter FAJFAR // 1.16 Chapter or independent contribution in scientific book
Tatjana ISAKOVIĆ // 1.16 Chapter or independent contribution in scientific book
Year: 2000
Citation: 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.
Summary: 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]
Typology: 1.16 Chapter or independent contribution in scientific book
COBISS_ID: 942177 Full COBISS entry
Entered 2009/06/10 11:56


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