Application of weigh-in-motion technologies for pavement and bridge response monitoring: State-of-the-art review

M Sujon, F Dai - Automation in Construction, 2021 - Elsevier
Overweight vehicles may cause damage and premature deterioration of pavement and
bridge structures. Weigh-in-Motion (WIM) is efficient in avoiding structural damage and …

Dynamic load identification for mechanical systems: A review

R Liu, E Dobriban, Z Hou, K Qian - Archives of Computational Methods in …, 2022 - Springer
Due to the great challenges of measuring forces directly, identifying dynamic loads based on
accessible responses is a crucial problem in engineering, helping ensure integrity and …

Recent developments in bridge weigh in motion (B-WIM)

M Lydon, SE Taylor, D Robinson, A Mufti… - Journal of Civil Structural …, 2016 - Springer
Bridge weigh in motion (B-WIM) uses accurate sensing systems to transform an existing
bridge into a mechanism to determine actual traffic loading. This information on traffic …

The use of a dynamic truck–trailer drive-by system to monitor bridge damping

J Keenahan, EJ OBrien, PJ McGetrick… - Structural Health …, 2014 - journals.sagepub.com
Bridge structures are continuously subject to degradation due to the environment, ageing
and excess loading. Periodic monitoring of bridges is therefore a key part of any …

Structural identification using computer vision–based bridge health monitoring

T Khuc, FN Catbas - Journal of Structural Engineering, 2018 - ascelibrary.org
This paper presents a new structural identification (St-Id) framework along with a damage
indicator, displacement unit influence surface using computer vision–based measurements …

Contactless bridge weigh-in-motion

T Ojio, CH Carey, EJ OBrien, C Doherty… - Journal of Bridge …, 2016 - ascelibrary.org
Bridge weigh-in-motion (WIM) uses existing bridges to find the weights of vehicles that pass
overhead. Contactless bridge weigh-in-motion (cBWIM) uses bridges to weigh vehicles …

Simultaneous identification of bridge structural parameters and vehicle loads

D Feng, H Sun, MQ Feng - Computers & Structures, 2015 - Elsevier
Most of the existing methods for identification of vehicle axle loads are based on a model
with known system parameters. In this study, a new method is proposed to simultaneously …

Recent developments in inverse problems of vehicle–bridge interaction dynamics

XQ Zhu, SS Law - Journal of Civil Structural Health Monitoring, 2016 - Springer
This paper presents an overview on inverse problems in vehicle–bridge interaction
dynamics. Dynamic interaction force exists between a vehicle and a bridge deck when the …

Time-domain identification of moving load on beam type bridges considering interval uncertainty in finite element model

WY He, YL Li, JX Yi, WX Ren - Mechanical Systems and Signal Processing, 2023 - Elsevier
Accurate identification of moving load is one of the main tasks in the field of bridge health
monitoring. Due to the uncertainty in practical bridge, moving load identified via deterministic …

A truncated generalized singular value decomposition algorithm for moving force identification with ill-posed problems

Z Chen, THT Chan - Journal of Sound and Vibration, 2017 - Elsevier
This paper proposes a new methodology for moving force identification (MFI) from the
responses of bridge deck. Based on the existing time domain method (TDM), the MFI …