Application of short-time stochastic subspace identification to estimate bridge frequencies from a traversing vehicle. (1st March 2021)

• Record Type: Journal Article
• Authors: Jin, Nan; Yang, Y.B.; Dimitrakopoulos, Elias G.; Paraskeva, Themelina S.; Katafygiotis, Lambros S.
• Is Part Of: Engineering structures. Volume 230(2021)
• Publication Date: 2021-03-01
• Subjects: Vehicle-bridge interaction -- Subspace identification -- Dimensionless description -- Indirect identification; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2020.111688
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Establishes a framework to identify bridge frequencies from a moving test vehicle. Gives theoretical support to eliminate the negative effect of road roughness. Adopts a dimensionless description to cope with the time-varying nature of VBI. The method is verified via numerical experiments with both SDOF and MDOF vehicles. Allows identification considering practical vehicle speeds and poor road surface. Abstract: This study establishes a short-time stochastic subspace identification (ST-SSI) framework to estimate bridge frequencies by processing the dynamic response of a traversing vehicle. The formulation uses a dimensionless description of the response that simplifies the vehicle-bridge interaction (VBI) problem and brings forward the minimum number of parameters required for the identification. With the aid of the dimensionless parameters the analysis manages to successfully apply ST-SSI despite the time-varying nature of the VBI system. Further, the proposed approach eliminates the adverse effect of the road surface roughness using a transformed residual vehicle response obtained from two traverses of a vehicle at different speeds over the bridge. The study verifies the proposed ST-SSI approach numerically: it first performs the dynamic VBI simulations to obtain the response of the vehicle, and then applies the proposed ST-SSI method, assuming the dynamic characteristics of the vehicle are available. The numerical experiments concern both a sprung mass model and a more realistic multi-degree-of-freedom (MDOF) vehicle model traversing a simply supported bridge. The results show that the proposed approach succeeds in identifying the first two bridge frequencies for test-vehicle speeds much higher (e.g., 10 m/s = 36 km/h and 20 m/s = 72 km/h) than previously considered, even in the presence of high levels of road surface roughness.