TY - GEN
T1 - Optimisation of Bridge Decks Modal Analysis
AU - Garcia-Sanchez, David
AU - Gaute-Alonso, Alvaro
AU - Caron, Jean François
AU - Ruíz, Javier Torres
N1 - Publisher Copyright:
© 2023, The Author(s), under exclusive license to Springer Nature Switzerland AG.
PY - 2023/1/1
Y1 - 2023/1/1
N2 - The use of simplified modal analysis methods for the modal analysis of bridge decks contributes to the intelligent modelling process for the analysis of the dynamic behaviour of bridges opening the way to easily feed a Digital Twin (DT) accelerating the demands of the Decision Support System (DSS) in real time. This work presents a novel method that allows the modal analysis of bridge decks by applying a formulation that reduces the structural problem to a reduced number of degrees of freedom associated with the structural response mechanism mobilised in the bridge deck vibration. A parametric study is proposed to analyse the dynamic structural response of a total of 20 bridge decks of different lengths and number of spans. The proposed method is experimentally tested by a dynamic loading test of a full-scale railway bridge deck. As a result of the analysis, the proposed method reflects an adequate convergence with the experimental dynamic structural response.
AB - The use of simplified modal analysis methods for the modal analysis of bridge decks contributes to the intelligent modelling process for the analysis of the dynamic behaviour of bridges opening the way to easily feed a Digital Twin (DT) accelerating the demands of the Decision Support System (DSS) in real time. This work presents a novel method that allows the modal analysis of bridge decks by applying a formulation that reduces the structural problem to a reduced number of degrees of freedom associated with the structural response mechanism mobilised in the bridge deck vibration. A parametric study is proposed to analyse the dynamic structural response of a total of 20 bridge decks of different lengths and number of spans. The proposed method is experimentally tested by a dynamic loading test of a full-scale railway bridge deck. As a result of the analysis, the proposed method reflects an adequate convergence with the experimental dynamic structural response.
KW - Digital-twin
KW - Dynamic load test of full-scale railway bridge deck
KW - Optimised modal analysis method
KW - Parametric study
KW - Real-time decision support system
UR - https://www.scopus.com/pages/publications/85172238327
U2 - 10.1007/978-3-031-39109-5_38
DO - 10.1007/978-3-031-39109-5_38
M3 - Conference contribution
AN - SCOPUS:85172238327
SN - 9783031391088
T3 - Lecture Notes in Civil Engineering
SP - 370
EP - 380
BT - Experimental Vibration Analysis for Civil Engineering Structures - EVACES 2023 - Volume 1
A2 - Limongelli, Maria Pina
A2 - Giordano, Pier Francesco
A2 - Gentile, Carmelo
A2 - Quqa, Said
A2 - Cigada, Alfredo
PB - Springer Science and Business Media Deutschland GmbH
T2 - Experimental Vibration Analysis for Civil Engineering Structures - EVACES 2023 - Volume 2
Y2 - 30 August 2023 through 1 September 2023
ER -