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| Avtorstvo: |
Damjan MARUŠIĆ // 1.08 Objavljeno predavanje na znanstveni konferenci
Peter FAJFAR // 1.08 Objavljeno predavanje na znanstveni konferenci
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| 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]
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| Tipologija: |
1.08 Objavljeno predavanje na znanstveni konferenci |
| COBISS ID |
684641 Polni zapis iz sistema COBISS |
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Vpisal 2009/06/10 11:56
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