prikaz prve stranice dokumenta Analysis of seismic action of the tie rod system in historical buildings
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Analysis of seismic action of the tie rod system in historical buildings
U: 1st Croatian Conference on Earthquake Engineering 1CroCEE. Sveučilište u Zagrebu, Građevinski fakultet, 2021. str. 1533-1543. https://doi.org/10.5592/CO/1CroCEE.2021.268
Ereiz, Suzana; Duvnjak, Ivan; Damjanović, Domagoj; Krolo, Joško; Bartolac, Marko

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Ereiz, S., Duvnjak, I., Damjanović, D., Krolo, J. i Bartolac, M. (2021). Analysis of seismic action of the tie rod system in historical buildings. 1st Croatian Conference on Earthquake Engineering 1CroCEE (str. 1533-1543). Sveučilište u Zagrebu, Građevinski fakultet. doi: 10.5592/CO/1CroCEE.2021.268

Ereiz, Suzana, et al. "Analysis of seismic action of the tie rod system in historical buildings." 1st Croatian Conference on Earthquake Engineering 1CroCEE, Sveučilište u Zagrebu, Građevinski fakultet, 2021, str. 1533-1543. https://urn.nsk.hr/urn:nbn:hr:237:752037

Ereiz, Suzana, Ivan Duvnjak, Domagoj Damjanović, Joško Krolo i Marko Bartolac. "Analysis of seismic action of the tie rod system in historical buildings." U 1st Croatian Conference on Earthquake Engineering 1CroCEE, 1533-1543. Sveučilište u Zagrebu, Građevinski fakultet, 2021. Citirano 12.09.2024.. https://urn.nsk.hr/urn:nbn:hr:237:752037

Ereiz, S., et al. (2021) 'Analysis of seismic action of the tie rod system in historical buildings', 1st Croatian Conference on Earthquake Engineering 1CroCEE, Sveučilište u Zagrebu, Građevinski fakultet, str. 1533-1543. Preuzeto s: https://urn.nsk.hr/urn:nbn:hr:237:752037 (Datum pristupa: 12.09.2024.)

Ereiz S, Duvnjak I, Damjanović D, Krolo J, Bartolac M. Analysis of seismic action of the tie rod system in historical buildings. 1st Croatian Conference on Earthquake Engineering 1CroCEE. Sveučilište u Zagrebu, Građevinski fakultet; 2021. Str. 1533-1543. [pristupljeno 12.09.2024.] Dostupno na: https://urn.nsk.hr/urn:nbn:hr:237:752037

S. Ereiz, I. Duvnjak, D. Damjanović, J. Krolo i M. Bartolac, "Analysis of seismic action of the tie rod system in historical buildings", 1st Croatian Conference on Earthquake Engineering 1CroCEE Sveučilište u Zagrebu, Građevinski fakultet, 2021. [Online] Dostupno na: https://urn.nsk.hr/urn:nbn:hr:237:752037 [Citirano: 12.09.2024.]

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Podaci o radu
Naslov (engleski)Analysis of seismic action of the tie rod system in historical buildings
AutorSuzana Ereiz
AutorIvan Duvnjak
AutorDomagoj Damjanović
AutorJoško Krolo
AutorMarko Bartolac
Autorova ustanovaSveučilište u Zagrebu
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
Tie rods are typically used to transfer axial forces and prevent unwanted displacement on vaults, walls, arches, and buttresses in historical buildings. In order to verify their load-bearing capacity and to identify potential structural damage risks, it is very important to determine the forces transferred by tie rods and the corresponding stresses. Due to the often lack of project documentation for historical buildings, determining the axial forces and verifying the load bearing capacity can be very challenging. This paper presents the determination of axial forces in tie rods and the analysis of seismic actions on it by combining experimental and numerical analysis and finite element model updating.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeNepoznato
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov zbornika1st Croatian Conference on Earthquake Engineering 1CroCEE
Brojčani podacistr. 1533-1543
p-ISSN3043-8071
DOIhttps://doi.org/10.5592/CO/1CroCEE.2021.268
URN:NBNurn:nbn:hr:237:752037
Datum objave publikacije2021-03
SkupNaziv: st Croatian Conference on Earthquake Engineering
Lokacija: Zagreb, Hrvatska
Datum početka: 2021-03-22
Datum završetka: 2021-03-24
Vrsta izlaganja: Predavanje
Vrsta resursaTekst
IzdavačSveučilište u Zagrebu, Građevinski fakultet
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Zaštićeno autorskim pravom.
Datum i vrijeme pohrane2024-08-28 10:50:20