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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Scientific paper - Original scientific paper
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. & Bartolac, M. (2021). Analysis of Seismic Action on the Tie Rod System in Historic Buildings Using Finite Element Model Updating. Buildings, 11(10).. Retrieved from 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 and 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). Available at: https://urn.nsk.hr/urn:nbn:hr:237:033404 (Accessed 30 September 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 [cited 2024 September 30];11(10). Available at: https://urn.nsk.hr/urn:nbn:hr:237:033404

S. Ereiz, I. Duvnjak, D. Damjanović and 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]. Available at: https://urn.nsk.hr/urn:nbn:hr:237:033404. [Accessed: 30 September 2024]

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Metadata
Title (english)Analysis of Seismic Action on the Tie Rod System in Historic Buildings Using Finite Element Model Updating
AuthorSuzana Ereiz
AuthorIvan Duvnjak
AuthorDomagoj Damjanović
AuthorMarko Bartolac
Author's institutionUniversity of Zagreb
Faculty of Civil Engineering
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (english)
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.
Keywords (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Journal titleBuildings
Numberingvol. 11(10), 103390
e-ISSN2075-5309
URN:NBNurn:nbn:hr:237:033404
Publication2021
Type of resourceText
Access conditionsOpen access
Terms of useLicence In copyright icon
Created on2024-09-04 11:14:43