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Avtorstvo: Damjan MARUŠIĆ // 1.08 Objavljeno predavanje na znanstveni konferenci
Peter FAJFAR // 1.08 Objavljeno predavanje na znanstveni konferenci
Leto: 1999
Citat: MARUŠIĆ, Damjan, FAJFAR, Peter. Comparative study of seismic response of steel frame structures. V: FRÝBA, Ladislav (ur.), NÁPRSTEK, Jiří (ur.). Structural dynamics : proceedings of the fourth European conference on structural dynamics : Eurodyn '99/Prague/Czech Republic/7-10 june 1999. Vol. 2, Dynamics of bridges, Railway and highway track dynamics, Dynamics of buildings, Ground vibration, Wind effects, Seismic effects. Rotterdam; Brookfield: Balkema, 1999, str. 1159-1164, graf. prikazi.
Povzetek: In a parametric study the influence of different modelling and computing options on the seismic response of two multi-storey steel frame structures have been studied. The structures were designed according to Eurocode 8 to resist ground motion of a high intensity. The investigated options and parameters include the type of structural damping, P-[delta] effect, N-M interaction in columns, initial forces due to vertical loading, length of integration step, and computer code. The results of dynamic analyses of structures subjected to various recorded ground motions, including those from recent Kobe and Northridge earthquakes, indicate that the influence of all investigated options and parameters is small and, consequently, not important in seismic design. The influence of ground motion, which can not be accurately predicted, is much larger than all other influences [COBISS.SI-ID 684641]
Tipologija: 1.08 Objavljeno predavanje na znanstveni konferenci
COBISS ID 684641 Polni zapis iz sistema COBISS
Vpisal 2009/06/10 11:56