prikaz prve stranice dokumenta Analysis of Seismic Action on the Tie Rod System in Historic Buildings Using Finite Element Model Updating
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Analysis of Seismic Action on the Tie Rod System in Historic Buildings Using Finite Element Model Updating
Buildings, 11(10) (2021); 103390. urn:nbn:hr:237:033404
Ereiz, Suzana; Duvnjak, Ivan; Damjanović, Domagoj; Bartolac, Marko

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Ereiz, S., Duvnjak, I., Damjanović, D. i Bartolac, M. (2021). Analysis of Seismic Action on the Tie Rod System in Historic Buildings Using Finite Element Model Updating. Buildings, 11(10).. Preuzeto s https://urn.nsk.hr/urn:nbn:hr:237:033404

Ereiz, Suzana, et al. "Analysis of Seismic Action on the Tie Rod System in Historic Buildings Using Finite Element Model Updating." Buildings, vol. 11(10), 2021. https://urn.nsk.hr/urn:nbn:hr:237:033404

Ereiz, Suzana, Ivan Duvnjak, Domagoj Damjanović i Marko Bartolac. "Analysis of Seismic Action on the Tie Rod System in Historic Buildings Using Finite Element Model Updating." Buildings 11(10) (2021). https://urn.nsk.hr/urn:nbn:hr:237:033404

Ereiz, S., et al. (2021) 'Analysis of Seismic Action on the Tie Rod System in Historic Buildings Using Finite Element Model Updating', Buildings, 11(10). Preuzeto s: https://urn.nsk.hr/urn:nbn:hr:237:033404 (Datum pristupa: 11.09.2024.)

Ereiz S, Duvnjak I, Damjanović D, Bartolac M. Analysis of Seismic Action on the Tie Rod System in Historic Buildings Using Finite Element Model Updating. Buildings [Internet]. 2021. [pristupljeno 11.09.2024.];11(10). Dostupno na: https://urn.nsk.hr/urn:nbn:hr:237:033404

S. Ereiz, I. Duvnjak, D. Damjanović i M. Bartolac, "Analysis of Seismic Action on the Tie Rod System in Historic Buildings Using Finite Element Model Updating", Buildings, vol. 11(10), 2021. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:237:033404. [Citirano: 11.09.2024.]

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Podaci o radu
Naslov (engleski)Analysis of Seismic Action on the Tie Rod System in Historic Buildings Using Finite Element Model Updating
AutorSuzana Ereiz
AutorIvan Duvnjak
AutorDomagoj Damjanović
AutorMarko Bartolac
Autorova ustanovaSveučilište u Zagrebu
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
Historic buildings have a high architectural value and their maintenance, repair and rehabilitation require a special approach. This approach is mainly based on the buildings’ performance under non-destructive tests such as operational modal analysis (OMA). Under extreme loads, such as earthquakes, these buildings require representative numerical models to simulate their expected response. In historic buildings, tie rods transfer axial loads and are typically used to balance horizontal trust due to static and dynamic loads associated with seismic actions. It is very important to determine the possibility of exceeding their load-bearing capacity under extreme loads, such as an earthquake. In this context, this paper presents an approach for the analysis of seismic action on the tie rod system in a historic building. The analysis was performed by combining the on-site experimental testing and the finite element model updating (FEMU) of the local models of tie rods and the global model of the structure. It was shown that the combination of analyzing local and global structural models, experimental on-site testing and FEMU is a viable solution for assessment of historic buildings’ load bearing capacity.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaBuildings
Brojčani podacivol. 11(10), 103390
e-ISSN2075-5309
URN:NBNurn:nbn:hr:237:033404
Datum objave publikacije2021
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Zaštićeno autorskim pravom.
Datum i vrijeme pohrane2024-09-04 11:14:43