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| Avtorstvo: |
Peter FAJFAR // 1.06 Objavljeno vabljeno predavanje na znanstveni konferenci
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| Leto: |
1997 |
| Citat: |
FAJFAR, Peter. A simplified nonlinear method for
seismic damage assessment. V: 19th European regional earthquake engineering
seminar. Cairo: University, 1997, str. 25-40, graf. prikazi. |
| Povzetek: |
In the
paper a comprehensive, though relatively simple non-linear method for the
seismic damage analysis of structures (the N2 method) i described. The basis
features of the method are: the use of two separate mathematical models, the
application of the response spectrum approach, the pushover analysis, and the
use of a damage model which includes cumulative damage. The method yields
results of reasonable accuracy provided that the structure oscillates
predominatly in the first mode. As an example for the application of the method
a four-story reinforced concrete frame building is analyzed
V članku je
prikazana N2 metoda za določanje poškodovanosti konstrukcij pri potresni
obtežbi. Metoda daje rezultate ustrezne natančnosti, če konstrukcija niha
pretežno v osnovni nihajni obliki. Kot primer uporabe je analizirana štirietažna
armiranobetonska okvirna konstrukcija [COBISS.SI-ID 652129]
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| Tipologija: |
1.06 Objavljeno vabljeno predavanje na znanstveni konferenci |
| COBISS ID |
652129 Polni zapis iz sistema COBISS |
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Vpisal 2009/06/10 11:56
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