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Damage quantification of beam structures using deflection influence lines

https://doi.org/10.1002/stc.2242
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What this work says

Outgoing claims: the papers this work cites, builds on, or argues with.

inferredcites →https://doi.org/10.1002/nme.2494openalex-snapshot
Damage identification by the eigenparameter decomposition of structural flexibility change
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Damage Detection in Structures Using Changes in Flexibility
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Identification of Crack Location in Vibrating Simply Supported Beams
inferredcites →https://doi.org/10.1006/jsvi.1999.2624openalex-snapshot
VIBRATION-BASED MODEL-DEPENDENT DAMAGE (DELAMINATION) IDENTIFICATION AND HEALTH MONITORING FOR COMPOSITE STRUCTURES — A REVIEW
inferredcites →https://doi.org/10.1006/mssp.1996.0086openalex-snapshot
TIME DOMAIN ANALYSIS FOR DAMAGE DETECTION IN SMART STRUCTURES
inferredcites →https://doi.org/10.1016/0022-460x(91)90595-bopenalex-snapshot
Damage detection from changes in curvature mode shapes
inferredcites →https://doi.org/10.1016/j.engstruct.2014.05.052openalex-snapshot
Recent development of design and construction of medium and long span high-speed railway bridges in China
inferredcites →https://doi.org/10.1016/j.engstruct.2017.05.009openalex-snapshot
Damage detection of beam structures using quasi-static moving load induced displacement response
inferredcites →https://doi.org/10.1016/j.ijsolstr.2007.08.017openalex-snapshot
On irregularity-based damage detection method for cracked beams
inferredcites →https://doi.org/10.1016/j.jsv.2007.01.021openalex-snapshot
Features of dynamic response sensitivity and its application in damage detection
inferredcites →https://doi.org/10.1016/j.jsv.2007.11.024openalex-snapshot
Robust damage assessment of multiple cracks based on the frequency response function and the Constitutive Relation Error updating method
inferredcites →https://doi.org/10.1016/j.jsv.2017.03.049openalex-snapshot
Baseline-free damage localization method for statically determinate beam structures using dual-type response induced by quasi-static moving load
inferredcites →https://doi.org/10.1016/j.measurement.2012.07.018openalex-snapshot
Experimental assessment of high-rate GPS receivers for deformation monitoring of bridge
inferredcites →https://doi.org/10.1016/j.ymssp.2008.10.002openalex-snapshot
Frequency response function shape-based methods for structural damage localisation
inferredcites →https://doi.org/10.1016/j.ymssp.2008.11.009openalex-snapshot
Damage identification by multi-model updating in the modal and in the time domain
inferredcites →https://doi.org/10.1016/j.ymssp.2010.12.010openalex-snapshot
Moving-load dynamic problems: A tutorial (with a brief overview)
inferredcites →https://doi.org/10.1016/s0022-460x(03)00424-3openalex-snapshot
Multi-crack detection for beam by the natural frequencies
inferredcites →https://doi.org/10.1061/(asce)0733-9399(2006)132:1(78)openalex-snapshot
Vehicle Condition Surveillance on Continuous Bridges Based on Response Sensitivity
inferredcites →https://doi.org/10.1061/(asce)0733-9445(2006)132:8(1254)openalex-snapshot
Damage Identification Based on Dead Load Redistribution: Methodology
inferredcites →https://doi.org/10.1061/(asce)0733-9445(2009)135:9(1093)openalex-snapshot
Structural Damage Detection of Cable-Stayed Bridges Using Changes in Cable Forces and Model Updating
inferredcites →https://doi.org/10.1061/(asce)be.1943-5592.0000681openalex-snapshot
Damage Detection in Long Suspension Bridges Using Stress Influence Lines
inferredcites →https://doi.org/10.1088/0964-1726/19/1/015019openalex-snapshot
Integration of computer imaging and sensor data for structural health monitoring of bridges
inferredcites →https://doi.org/10.1142/s0219455411004221openalex-snapshot
INTEGRATED OPTIMAL PLACEMENT OF DISPLACEMENT TRANSDUCERS AND STRAIN GAUGES FOR BETTER ESTIMATION OF STRUCTURAL RESPONSE
inferredcites →https://doi.org/10.1142/s0219455416400265openalex-snapshot
Damage Detection Based on Structural Responses Induced by Traffic Load: Methodology and Application
inferredcites →https://doi.org/10.1177/058310249803000201openalex-snapshot
A Summary Review of Vibration-Based Damage Identification Methods
inferredcites →https://doi.org/10.1177/1077546314564587openalex-snapshot
Moving load-induced response of damaged beam and its application in damage localization
inferredcites →https://doi.org/10.1177/1475921710373290openalex-snapshot
Structural health monitoring using video stream, influence lines, and statistical analysis
inferredcites →https://doi.org/10.1243/03093247v142049openalex-snapshot
The location of defects in structures from measurements of natural frequencies
inferredcites →https://doi.org/10.1260/1369-4332.17.8.1089openalex-snapshot
Locate Damage in Long-Span Bridges Based on Stress Influence Lines and Information Fusion Technique
inferredcites →https://doi.org/10.1260/1369-4332.18.12.1999openalex-snapshot
Structural Health Monitoring Based on Vehicle-Bridge Interaction: Accomplishments and Challenges
inferredcites →https://doi.org/10.12989/sss.2013.12.3_4.345openalex-snapshot
Multi-stage structural damage diagnosis method based on "energy-damage" theory
inferredcites →https://doi.org/10.2514/3.13284openalex-snapshot
Damage localization in structures without baseline modal parameters
inferredcites →https://doi.org/10.2514/3.13289openalex-snapshot
Estimation of reciprocal residual flexibility from experimental modal data

What points at this work

Incoming claims: where this work appears in other papers’ reference lists and arguments.

inferred← citeshttps://doi.org/10.2139/ssrn.4693736openalex-extracted
Innovation of Rapid Diagnosis Method Based on Strain Influence Line for T-Beam Bridge Damage
inferred← citeshttps://doi.org/10.1002/stc.2425openalex-snapshot
Structural system identification by measurement error‐minimizing observability method
inferred← citeshttps://doi.org/10.1002/stc.2544openalex-snapshot
Bridge influence line identification from structural dynamic responses induced by a high‐speed vehicle
inferred← citeshttps://doi.org/10.1002/stc.2593openalex-snapshot
Bridge health monitoring using deflection measurements under random traffic
inferred← citeshttps://doi.org/10.1002/stc.2769openalex-snapshot
Bridge influence surface identification method considering the spatial effect of vehicle load
inferred← citeshttps://doi.org/10.1002/stc.3080openalex-snapshot
A statistical influence line identification method using Bayesian regularization and a polynomial interpolating function
inferred← citeshttps://doi.org/10.1007/978-3-031-07258-1_7openalex-snapshot
Bridge Monitoring Using Vehicle-Induced Vibration
inferred← citeshttps://doi.org/10.1007/978-981-19-4055-2_67openalex-snapshot
A Damage Detection Technique Using Bridge Influence Surfaces for Structural Health Monitoring of Bridges
inferred← citeshttps://doi.org/10.1007/978-981-95-7595-4_10openalex-snapshot
Moving Loads Identification on Bridge Structures with Quasi-Transmissibility Metric
inferred← citeshttps://doi.org/10.1007/978-981-95-7595-4_9openalex-snapshot
Bridge Influence Line Identification with Vehicle-Induced Static Transmissibility Functions
inferred← citeshttps://doi.org/10.1007/s13349-023-00739-9openalex-snapshot
Integration of multi-point influence line information for damage localization of bridge structures
inferred← citeshttps://doi.org/10.1007/s13349-025-00975-1openalex-snapshot
Hinge damage diagnosis of a prefabricated beam bridge using the difference between quasi-static displacement influence lines
inferred← citeshttps://doi.org/10.1007/s13349-025-01013-wopenalex-snapshot
Revised virtual axle method for damage detection using bridge weigh-in-motion systems
inferred← citeshttps://doi.org/10.1007/s13349-025-01067-wopenalex-snapshot
Damage diagnosis method for girder-hinge joint systems in multi-girder bridges using field-identified influence surfaces
inferred← citeshttps://doi.org/10.1007/s40999-021-00682-0openalex-snapshot
Bridge Damage Detection Through Combined Quasi-static Influence Lines and Weigh-in-motion Devices
inferred← citeshttps://doi.org/10.1007/s40999-022-00800-6openalex-snapshot
A Diagnostic Method Based on Deflection Analysis for Monitoring Post-elastic Response of Beams
inferred← citeshttps://doi.org/10.1016/j.apm.2021.12.042openalex-snapshot
A new method for estimating the bending stiffness curve of non-uniform Euler-Bernoulli beams using static deflection data
inferred← citeshttps://doi.org/10.1016/j.engstruct.2019.109539openalex-snapshot
Development of bridge influence line identification methods based on direct measurement data: A comprehensive review and comparison
inferred← citeshttps://doi.org/10.1016/j.engstruct.2020.110625openalex-snapshot
A new probabilistic frequency-domain approach for influence line extraction from static transmissibility measurements under unknown moving loads
inferred← citeshttps://doi.org/10.1016/j.engstruct.2021.113630openalex-snapshot
Moving load test-based rapid bridge capacity evaluation through actual influence line
inferred← citeshttps://doi.org/10.1016/j.engstruct.2023.116185openalex-snapshot
Bridge damage detection using precise vision-based displacement influence lines and weigh-in-motion devices: Experimental validation
inferred← citeshttps://doi.org/10.1016/j.engstruct.2023.116981openalex-snapshot
Distributed bending stiffness estimation of bridges using adaptive inverse unit load method
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Monitoring bearing damage in bridges using accelerations from a fleet of vehicles, without prior bridge or vehicle information
inferred← citeshttps://doi.org/10.1016/j.engstruct.2024.119561openalex-snapshot
Bridge influence line identification using an adaptive enhanced variational mode decomposition
inferred← citeshttps://doi.org/10.1016/j.engstruct.2025.119847openalex-snapshot
Deflection influence line - based bridge damage detection using high-resolution modal flexibility matrix with limited sensors
inferred← citeshttps://doi.org/10.1016/j.engstruct.2025.121289openalex-snapshot
Individual girder-level evaluation of assembled multigirder bridges using load transverse distribution identified from moving load test data
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Explainable artificial intelligence-based flexural rigidity matrix estimation of bridges using spatially distributed inclinometers
inferred← citeshttps://doi.org/10.1016/j.isprsjprs.2020.06.017openalex-snapshot
Radar-based multipoint displacement measurements of a 1200-m-long suspension bridge
inferred← citeshttps://doi.org/10.1016/j.istruc.2022.06.022openalex-snapshot
On damage detection of beam structures using multiple types of influence lines
inferred← citeshttps://doi.org/10.1016/j.istruc.2023.01.058openalex-snapshot
The effect of environmental temperature on influence line of concrete beam type bridge
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Influence zones of continuous beam systems
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A novel extraction method for the actual influence line of bridge structures
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Quantification of structural damage by harnessing the principle of local force continuity
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An intelligent bridge multi-dimension deflection IoT monitoring system based on laser datum and imaging
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Bridge influence line identification based on big data and interval analysis with affine arithmetic
inferred← citeshttps://doi.org/10.1016/j.measurement.2022.111883openalex-snapshot
Influence line estimation of bridge based on Elastic Net and vehicle-induced response
inferred← citeshttps://doi.org/10.1016/j.measurement.2023.112599openalex-snapshot
Structural damage detection of the bridge under moving loads with the quasi-static displacement influence line from one sensor
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Bridge distributed stiffness identification of continuous beam bridge based on microwave interferometric radar technology and rotation influence line
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Bayesian sequential multi-measurement updating for interference-resistant bridge influence line identification
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Closed-form segmental stiffness identification of simply supported beams via rotation influence lines
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Innovative wireless sensing for modal analysis and damage modeling of Petőfi Bridge
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Monitoring gross vehicle weight with a probabilistic and influence line-free bridge weight-in-motion scheme based on a transmissibility-like index
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Integrating flexibility-based curvature with quasi-static features induced by traffic loads for high-resolution damage localization in bridges
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Damage identification method for tied arch bridge suspender based on quasi-static displacement influence line
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A novel bridge damage detection method based on the equivalent influence lines – Theoretical basis and field validation
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Frequency response function-based closed-form expression for multi-damage quantification and its application on shear buildings
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Acceleration-based deflection angle and deflection estimation of beams in data-driven models
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On discontinuous influence functions for a concentrated moment to locate cracks in beams
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Research on damage identification in T-beam bridges based on strain influence lines
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Bridge Damage Localization Using Axle Weight Time History Data Obtained through a Bridge Weigh-in-Motion System
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Stiffness Estimation of Girder Bridges Using Influence Lines Identified from Vehicle-Induced Structural Responses
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Damage Identification Based on Bridge Displacement Response Considering Autocorrelation of the Dynamic Component
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Bridge Damage Identification Using Rotation Measurement
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Experimental Study of Influence Line–Based Damage Localization for Long-Span Cable Suspension Bridges
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Damage Localization in a Steel Truss Bridge Using Influence Lines Identified from Vehicle-Induced Acceleration
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Localization and Quantification of Damage along the Transverse Direction of Bridges Using Bridge Weigh-in-Motion Systems
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Detection, localisation and quantification of stiffness loss in a bridge using indirect drive-by measurements
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A deflection-based practicable method for health monitoring of in-service bridges
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Load Identification and Deflection Monitoring of Opening Beam on Well-Hole Freight Trains
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Experimental Investigation of a Rapid Calculation and Damage Diagnosis of the Quasistatic Influence Line of a Self-Anchored Suspension Bridge Based on Deflection Theory
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Drive-By Fleet Monitoring to Detect Bearing Damage in Bridges Using a Moving Reference Influence Function
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Damage Identification of Simply Supported Bridges Using Static Responses: Unified Framework and Feasibility Study
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Bridge Damage Identification Using Rotation Influence Line Under Random Vehicle Loads
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Effect of Cracks on the Influence Lines of a Smart Concrete Girder Bridge Based on the Element Size–Independent FE Model
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Assessing the condition of a π-shaped steel–concrete composite girder bridge via two-dimensional spatial load-driven influence surface identification
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Damage quantification of beam structures using deflection influence line changes and sparse regularization
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Optical frequency domain reflectometry sensing for damage detection in long-span bridges using influence surface
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A comprehensive review of bridge influence lines: from identifications to applications in bridge health monitoring
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Robust Static Structural System Identification Using Rotations
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Serious Damage Localization of Continuous Girder Bridge by Support Reaction Influence Lines
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Research on Bridge Integrity Assessment and Early Warning Monitoring Methods Based on Bearing Reaction Force
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Research on the Rapid Testing Method of Influence Lines for Beam Bridges and Its Engineering Applications
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