Recent advances in researches on vehicle scanning method for bridges
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Publication:6538024
DOI10.1142/S0219455422300051zbMATH Open1536.74083MaRDI QIDQ6538024
Z. L. Wang, Kehan Shi, F. Q. Qiu, H. Xu, Y. B. Yang, Judy P. Yang
Publication date: 14 May 2024
Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)
bridgeindirect methoddamage detectionsensormodal identificationvehiclevehicle-bridge interactionvehicle scanning method
Vibrations in dynamical problems in solid mechanics (74H45) Inverse problems in dynamical solid mechanics (74H75)
Cites Work
- Title not available (Why is that?)
- Using Kalman filter to estimate the pavement profile of a bridge from a passing vehicle considering their interaction
- An effective procedure for extracting the first few bridge frequencies from a test vehicle
- Using two connected vehicles to measure the frequencies of bridges with rough surface: a theoretical study
- FREQUENCY VARIATION IN VEHICLE–BRIDGE INTERACTION SYSTEMS
- The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis
- Semi-Supervised Multiresolution Classification Using Adaptive Graph Filtering With Application to Indirect Bridge Structural Health Monitoring
- Extraction of bridge frequencies inclusive of the higher modes by the ESMD using the contact-point response
- A two-step drive-by bridge damage detection using dual Kalman filter
- Bridge surface roughness identified from the displacement influence lines of the contact points by two connected vehicles
- Dynamic stability and response of inclined beams under moving mass and follower force
- Adaptive amplifier for a test vehicle moving over bridges: theoretical study
- Indirect damage identification in bridges based on dynamic tyre pressure monitoring
- Theoretical formulation of three-mass vehicle model for vehicle-bridge interaction
- Wave number-based technique for detecting slope discontinuity in simple beams using moving test vehicle
- Contact-point response for modal identification of bridges by a moving test vehicle
- Resonance and cancellation in torsional vibration of monosymmetric I-sections under moving loads
- Rigid-mass vehicle model for identification of bridge frequencies concerning pitching effect
- The use of mode shape estimated from a passing vehicle for structural damage localization and quantification
- Combined road roughness and vehicle parameter estimation based on a minimum variance unbiased estimator
- Time-varying transmissibility analysis of vehicle-bridge interaction systems with application to bridge-friendly vehicles
- Estimation of road roughness based on tire pressure monitoring
Related Items (14)
Frequency identification and damage detection of bridges using virtual contact-point responses of railway vehicle ⋮ Indirect spatial mode shape identification of T-girder bridges using contact-point response of a moving test vehicle: a theoretical study ⋮ Dynamic analysis of a coupled system of high-speed maglev train and a flexible long-span continuous rigid frame bridge ⋮ Investigation of spatial-varying frequencies concerning effects of moving mass on a beam ⋮ Bridge damage identification using rotation influence line under random vehicle loads ⋮ Frequency variation and dynamic behavior in a moving mass-plate system ⋮ Effect of distributed loading and refined modeling on wind-induced stress analysis of long-span bridges ⋮ A real-time hybrid simulation method for vehicle-bridge interaction systems considering vehicle jumping ⋮ Dynamic response of bidirectional functionally graded beams with elastic supports and foundations under moving harmonic loads ⋮ Dynamic response of infinite beam resting on a fractional Pasternak viscoelastic foundation subjected to moving load ⋮ Bridge damping formula based on instantaneous amplitudes of vehicle's front and rear contact responses by Hilbert transform ⋮ Train load identification of the medium-small railway bridge using virtual axle theory and Bayesian inference ⋮ Frequency identification of equal-span continuous girder bridge based on moving vehicle responses ⋮ A comparative study on the effectiveness of a moving versus a fixed passive damper in beam vibration mitigation
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