Review article

Nonlinear response of structures designed according to Croatian and European standards

Vladimir Sigmund
Ivica Guljaš
Andreas Stanić

Abstract

The nonlinear seismic response of structures dimensioned according to Croatian standards is compared with that of structures designed according to Eurocode 8. This comparison is based on models of regular reinforced-concrete structures with three systems for assuming horizontal forces. Several structural models have been selected and their seismic responses were calculated for the assumed impact of a series of earthquakes. Global and local seismic response parameters are analyzed and appropriate conclusions are proposed.

Keywords

structure; design; Croatian standards; Eurocode 8; nonlinear response; comparison of results

Hrčak ID:

11383

URI

https://hrcak.srce.hr/11383

Publication date:

18.2.2002.

Article data in other languages: croatian

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