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Professional paper

Analyzing influence of seismic forces on viaducts according to Eurocode 8/2

Mehmed Čaušević
Peter Fajfar
Matej Fischinger
Tatjana Isaković


Full text: croatian pdf 395 Kb

page 137-147

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Abstract

The behavior of viaducts subjected to seismic action is analyzed in accordance with Eurocode (EC) 8/2. An example of viaduct is selected in such a way that it covers most possibilities that can be encountered in practice: slender, moderately stiff ad stiff piers, piers founded on piles, slender piers with shallow foundations, steep and moderately inclined cross-sectional slopes of the obstacle to be crossed by the structure. The mentioned pier types are modeled, which includes analysis of seismic load on piers for the longitudinal and transverse direction of the viaduct, and dimensioning.

Keywords

Eurocode 8; bridge; viaduct; standards; modeling; earthquake action; nonlinear behavior

Hrčak ID:

10955

URI

https://hrcak.srce.hr/10955

Publication date:

14.4.2003.

Article data in other languages: croatian

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