Istrazivanja i projektovanja za privreduJournal of Applied Engineering Science


DOI: 10.5937/jaes12-5668
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Volume 12 article 278 pages: 69-74

Ivana Stimac Grandic 
University of Rijeka, Faculty of Civil Engineering, Rijeka, Croatia

In this paper, the influence of sampling interval on reliability of damage detection and damage local­ization based on comparison of deflection influence lines and their derives (slope and curvature) for intact and damaged state is investigated. The numerical analysis is conducted on a simply supported beam with one damaged section for different sampling interval and different position of sampling points to damaged section.

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I. Stimac: „Uporaba utjecajnih linija progiba u otkrivanju ostecenja konstrukcija", Dis­ertacija, Gradjevinsko-arhitektonski fakultet Sveucilista u Splitu, Split, 2006, 139 str.

I. Stimac, A. Mihanovic, I. Kozar: „Upor­aba utjecajnih linija progiba za otkrivanje ostecenja na grednim konstrukcijama", Prvi sabor hrvatskih mostograditelja, Brijunski otoci, 2005, str. 747-754

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