Modal analysis of the suspension footbridge over river Vrbas in Banja Luka
Конференцијски прилог (Објављена верзија)
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When evaluating modal properties of lively structures as footbridges, numerical modelling
should be used with caution. This is due to model uncertainties mostly related to material
parameters, boundary conditions, the effects of the non-structural elements, and also other
inevitable differences between as-built and designed structures. Differences between the
dynamic behaviour of the as-built structure and the numerical finite element model are best
visible after performing vibration testing and modal properties identification based on
experimentally obtained results. Conclusions regarding reasons for these differences can be
useful for further understanding of vibrational behaviour of footbridge structures and can help
designers in better predicting dynamic properties of such structures in the design stage.
This paper describes a lively full-scale footbridge over the Vrbas river in Banja Luka, Prijecani
sub-area, Serbian Republic, Bosnia and Herzegovina, its modal properties... estimation based on
ambient vibration measurements and numerical modelling.
Identification of modal properties was performed using Ambient Modal Testing applying
Multiple Test Setup Measurement Procedure and Frequency Domain Decomposition method.
The ambient vibration measurement technique for the subject footbridge, which gave a good
quality of the results obtained, is presented.
Analysis of the obtained experimental results is given, as well as their comparison with
numerically estimated values in the finite element model. Despite some irregular features of the
subject footbridge, correlation is obtained, and conclusions are made regarding the effects of
numerical model parameters on structural dynamic properties.
Кључне речи:
Suspension footbridge / ambient testing / modal properties identification / FE modellingИзвор:
The 8th international conference "civil engineering – science and practice", Kolašin, Montenegro, 8-12 March, 2022, 249-256Финансирање / пројекти:
- Министарство науке, технолошког развоја и иновација Републике Србије, институционално финансирање - 200092 (Универзитет у Београду, Грађевински факултет) (RS-MESTD-inst-2020-200092)
Институција/група
GraFarTY - CONF AU - Mišković, Zoran AU - Latinović Krndija, Marina AU - Popović, Marko AU - Savatović, Siniša PY - 2022 UR - https://grafar.grf.bg.ac.rs/handle/123456789/3232 AB - When evaluating modal properties of lively structures as footbridges, numerical modelling should be used with caution. This is due to model uncertainties mostly related to material parameters, boundary conditions, the effects of the non-structural elements, and also other inevitable differences between as-built and designed structures. Differences between the dynamic behaviour of the as-built structure and the numerical finite element model are best visible after performing vibration testing and modal properties identification based on experimentally obtained results. Conclusions regarding reasons for these differences can be useful for further understanding of vibrational behaviour of footbridge structures and can help designers in better predicting dynamic properties of such structures in the design stage. This paper describes a lively full-scale footbridge over the Vrbas river in Banja Luka, Prijecani sub-area, Serbian Republic, Bosnia and Herzegovina, its modal properties estimation based on ambient vibration measurements and numerical modelling. Identification of modal properties was performed using Ambient Modal Testing applying Multiple Test Setup Measurement Procedure and Frequency Domain Decomposition method. The ambient vibration measurement technique for the subject footbridge, which gave a good quality of the results obtained, is presented. Analysis of the obtained experimental results is given, as well as their comparison with numerically estimated values in the finite element model. Despite some irregular features of the subject footbridge, correlation is obtained, and conclusions are made regarding the effects of numerical model parameters on structural dynamic properties. C3 - The 8th international conference "civil engineering – science and practice", Kolašin, Montenegro, 8-12 March T1 - Modal analysis of the suspension footbridge over river Vrbas in Banja Luka EP - 256 SP - 249 UR - https://hdl.handle.net/21.15107/rcub_grafar_3232 ER -
@conference{ author = "Mišković, Zoran and Latinović Krndija, Marina and Popović, Marko and Savatović, Siniša", year = "2022", abstract = "When evaluating modal properties of lively structures as footbridges, numerical modelling should be used with caution. This is due to model uncertainties mostly related to material parameters, boundary conditions, the effects of the non-structural elements, and also other inevitable differences between as-built and designed structures. Differences between the dynamic behaviour of the as-built structure and the numerical finite element model are best visible after performing vibration testing and modal properties identification based on experimentally obtained results. Conclusions regarding reasons for these differences can be useful for further understanding of vibrational behaviour of footbridge structures and can help designers in better predicting dynamic properties of such structures in the design stage. This paper describes a lively full-scale footbridge over the Vrbas river in Banja Luka, Prijecani sub-area, Serbian Republic, Bosnia and Herzegovina, its modal properties estimation based on ambient vibration measurements and numerical modelling. Identification of modal properties was performed using Ambient Modal Testing applying Multiple Test Setup Measurement Procedure and Frequency Domain Decomposition method. The ambient vibration measurement technique for the subject footbridge, which gave a good quality of the results obtained, is presented. Analysis of the obtained experimental results is given, as well as their comparison with numerically estimated values in the finite element model. Despite some irregular features of the subject footbridge, correlation is obtained, and conclusions are made regarding the effects of numerical model parameters on structural dynamic properties.", journal = "The 8th international conference "civil engineering – science and practice", Kolašin, Montenegro, 8-12 March", title = "Modal analysis of the suspension footbridge over river Vrbas in Banja Luka", pages = "256-249", url = "https://hdl.handle.net/21.15107/rcub_grafar_3232" }
Mišković, Z., Latinović Krndija, M., Popović, M.,& Savatović, S.. (2022). Modal analysis of the suspension footbridge over river Vrbas in Banja Luka. in The 8th international conference "civil engineering – science and practice", Kolašin, Montenegro, 8-12 March, 249-256. https://hdl.handle.net/21.15107/rcub_grafar_3232
Mišković Z, Latinović Krndija M, Popović M, Savatović S. Modal analysis of the suspension footbridge over river Vrbas in Banja Luka. in The 8th international conference "civil engineering – science and practice", Kolašin, Montenegro, 8-12 March. 2022;:249-256. https://hdl.handle.net/21.15107/rcub_grafar_3232 .
Mišković, Zoran, Latinović Krndija, Marina, Popović, Marko, Savatović, Siniša, "Modal analysis of the suspension footbridge over river Vrbas in Banja Luka" in The 8th international conference "civil engineering – science and practice", Kolašin, Montenegro, 8-12 March (2022):249-256, https://hdl.handle.net/21.15107/rcub_grafar_3232 .