SEISMIC DESIGN OF COLUMNS OF PRECAST SINGLE-STOREY HALL STRUC-TURES ACCORDING TO EUROCODE 8

Authors

  • Томислав Терзић Autor

DOI:

https://doi.org/10.24867/25CG01Terzic

Keywords:

SDOF system, Eurocode 8, Second order effects, Deformation capacity, Significant damage, P-Δ effects

Abstract

This paper presents the aseismic design of a cantilever reinforced concrete column as an isolated seismic ele-ment of a typical precast one-story hall structure. As a result of the conducted analysis, criteria for optimal seismic design were defined based on the recommenda-tions given in the corresponding parts of the Eurocode. 

References

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Published

2023-11-02