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Identification of bridge mode shapes using Short Time Frequency Domain Decomposition of the responses measured in a passing vehicle

Engineering structures, 2014-12, Vol.81, p.386-397

2014

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Investigating Fractional Damping Effect on Euler–Bernoulli Beam Subjected to a Moving Load

Shock and vibration, 2023, Vol.2023, p.1-19

2023

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An Efficient Noise Elimination Method for Non-stationary and Non-linear Signals by Averaging Decomposed Components

Shock and vibration, 2022, Vol.2022, p.1-11

2022

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Dynamical Effect Investigations of Component’s Internal Interface by Using Techniques of Rigid-Flex Coupling Simulation

Shock and vibration, 2021, Vol.2021 (1)

2021

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A Seismic Demand Model for Bridges Based on IM and EDP Parameter Matching and Bidirectional Optimization

Shock and vibration, 2021, Vol.2021 (1)

2021

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Analysis and Optimization of Driving Attitude and Oscillation Characteristics of Suspension-Type Small Rail Vehicles

Shock and vibration, 2020, Vol.2020 (2020), p.1-21

2020

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Use of mode shape ratios for pier scour monitoring in two-span integral bridges under changing environmental conditions

Canadian journal of civil engineering, 2020-08, Vol.47 (8), p.962-973

2020

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An accurate estimation of frequency response functions in output-only measurements

Archive of applied mechanics (1991), 2018-06, Vol.88 (6), p.837-853

2018

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Advances in Condition Monitoring of Railway Infrastructures

2024

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Mass–stiffness change method for scaling of operational mode shapes

Mechanical systems and signal processing, 2012, Vol.26 (JAN), p.34-59

2012

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Identification of inertia properties from the results of output-only modal analysis

Archive of applied mechanics (1991), 2013-06, Vol.83 (6), p.923-937

2013

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Determination of mode shapes using wavelet transform of free vibration data

Archive of applied mechanics (1991), 2013-06, Vol.83 (6), p.907-921

2013

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On the accuracy of estimation of rigid body inertia properties from modal testing results

Structural engineering and mechanics, 2010-05, Vol.35 (1), p.53-65

2010

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Experimental Demonstration of a Mode Shape-Based Scour-Monitoring Method for Multispan Bridges with Shallow Foundations

Journal of bridge engineering, 2020-08, Vol.25 (8)

2020

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Rigid body stiffness matrix for identification of inertia properties from output-only data

European journal of mechanics, A, Solids, 2016-09, Vol.59, p.85-94

2016

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An indirect approach for long term monitoring of bridge health

Bridge Safety, Maintenance, Management, Life-Cycle, Resilience and Sustainability, 2022, p.1427-1432

1, 2022

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Data-driven framework for damage detection in structural system

Bridge Maintenance, Safety, Management, Digitalization and Sustainability, 2024, p.2327-2333

1, 2024

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Indirect bridge condition monitoring using feature selection strategy

Bridge Maintenance, Safety, Management, Digitalization and Sustainability, 2024, p.1679-1686

1, 2024

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NuBe-DBBM: Numerical Benchmark for Drive-By Bridge Monitoring methods

Cantero, Daniel

2023

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On the use of a passing vehicle for bridge health monitoring

Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks, 2016, p.236-236

1, 2016

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Bridge condition evaluation using LDVs installed on a vehicle

Life Cycle Analysis and Assessment in Civil Engineering: Towards an Integrated Vision, 2019, p.1999-2002

2019

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Using Images to Estimate Traffic Loading on Long-Span Bridges

Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges, 2018, p.1411-1416

1, 2018

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Measuring traffic load on Forth Road Suspension Bridge using Weigh-In-Motion and image data

Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations, 2021, p.505-510

1, 2021

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A data-driven approach for drive-by damage detection in bridges considering the influence of temperature change

Engineering structures, 2022-02, Vol.253, p.113783, Article 113783

2022

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Bridge damage detection using operating deflection shape ratios obtained from a passing vehicle

Journal of sound and vibration, 2022-10, Vol.537, p.117225, Article 117225

2022

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Identification of bridge mode shapes using Short Time Frequency Domain Decomposition of the responses measured in a passing vehicle

Investigating Fractional Damping Effect on Euler–Bernoulli Beam Subjected to a Moving Load

An Efficient Noise Elimination Method for Non-stationary and Non-linear Signals by Averaging Decomposed Components

Dynamical Effect Investigations of Component’s Internal Interface by Using Techniques of Rigid-Flex Coupling Simulation

A Seismic Demand Model for Bridges Based on IM and EDP Parameter Matching and Bidirectional Optimization

Analysis and Optimization of Driving Attitude and Oscillation Characteristics of Suspension-Type Small Rail Vehicles

Use of mode shape ratios for pier scour monitoring in two-span integral bridges under changing environmental conditions

An accurate estimation of frequency response functions in output-only measurements

Advances in Condition Monitoring of Railway Infrastructures

Mass–stiffness change method for scaling of operational mode shapes

Identification of inertia properties from the results of output-only modal analysis

Determination of mode shapes using wavelet transform of free vibration data

On the accuracy of estimation of rigid body inertia properties from modal testing results

Experimental Demonstration of a Mode Shape-Based Scour-Monitoring Method for Multispan Bridges with Shallow Foundations

Rigid body stiffness matrix for identification of inertia properties from output-only data

An indirect approach for long term monitoring of bridge health

Data-driven framework for damage detection in structural system

Indirect bridge condition monitoring using feature selection strategy

NuBe-DBBM: Numerical Benchmark for Drive-By Bridge Monitoring methods

On the use of a passing vehicle for bridge health monitoring

Bridge condition evaluation using LDVs installed on a vehicle

Using Images to Estimate Traffic Loading on Long-Span Bridges

Measuring traffic load on Forth Road Suspension Bridge using Weigh-In-Motion and image data

A data-driven approach for drive-by damage detection in bridges considering the influence of temperature change

Bridge damage detection using operating deflection shape ratios obtained from a passing vehicle

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