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Original scientific paper

Limit state analysis for existing bridges

Ana Mandić
Jure Radić
Zlatko Šavor


Full text: croatian pdf 310 Kb

page 533-545

downloads: 1.544

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Abstract

Readers are cautioned that the existing bridges were in many cases designed in accordance with outdated procedures and that they do not meet the present day reliability criteria. It is therefore highly significant to analyse limit states of such bridges, so as to properly plan their maintenance. Limit state analysis procedures, developed through practical application on big arch bridges on the Adriatic, are described. The effects exerted by traffic load on girder structures are considered, and a special emphasis is placed on the effects of wind action and seismic action on arches.

Keywords

existing bridges; limit states; reliable traffic load; wind action; earthquake

Hrčak ID:

40581

URI

https://hrcak.srce.hr/40581

Publication date:

6.7.2009.

Article data in other languages: croatian

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