Pregled bibliografske jedinice broj: 938941
Operational modal analysis of two identical single span road bridges
Operational modal analysis of two identical single span road bridges // Proceedings of the 5th International Conference on Road and Rail Infrastructure - CETRA 2018 / Lakušić, Stjepan (ur.).
Zagreb: Građevinski fakultet Sveučilišta u Zagrebu, 2018. str. 103-110 doi:10.5592/CO/CETRA.2018.901 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 938941 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Operational modal analysis of two identical single span road bridges
Autori
Damjanović, Domagoj ; Duvnjak, Ivan ; Bartolac, Marko ; Košćak, Janko
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the 5th International Conference on Road and Rail Infrastructure - CETRA 2018
/ Lakušić, Stjepan - Zagreb : Građevinski fakultet Sveučilišta u Zagrebu, 2018, 103-110
ISBN
978-953-8168-25-3
Skup
5th International Conference on Road and Rail Infrastructure (CETRA 2018)
Mjesto i datum
Zadar, Hrvatska, 17.05.2018. - 19.05.2018
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
operational modal analysis, modal parameters, road bridges, natural frequency, modal shapes
Sažetak
Identification of modal parameters using response only measurements on the two identical single span road bridges is presented. The main advantage of output – only measurements is that it is not necessary to have information about excitation applied to the investigated structure. This technique is known as Operational modal analysis (OMA) as it uses ambient excitation, in this case heavy trucks passing over the bridge multiple times. Furthermore, 3D finite element numerical model of the bridge superstructure was constructed, and results were compared to the measured ones. Overview of modal parameters (natural frequencies, modal shapes and damping ratios) determined on two identical road bridges using Operational modal analysis and their comparison to the results calculated within numerical model are given. Experimentally determined modal parameters can be used for damage detection and assessment of health condition of the structure as damage, i.e. and structural deterioration causes changes in these parameters. Finally, the aim was to validate a cost effective and time saving procedure of modal parameter determination.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb
Profili:
Marko Bartolac
(autor)
Domagoj Damjanović
(autor)
Ivan Duvnjak
(autor)
Janko Košćak
(autor)