On the public citation graph

Damage Detection in Beam Bridges Using Quasi-static Displacement Influence Lines

https://doi.org/10.3390/app9091805
0 signed · 54 inferred · view as graph

Inferred edges come from two machine sources: sweeps of open repository metadata (mostly SSRN and Zenodo), and a bulk OpenAlex citation snapshot. Every row below is labelled with the one it came from. Neither is a complete citation index — absence here is not evidence of absence.

Is this your work? Sign in with ORCID and put your name on the claims that are yours.
Claim with ORCID
Reference health. See whether every reference in this work resolves to a known work and none has been retracted — and get a dated CiteStamped badge you can embed.
See reference health

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
inferredcites →https://doi.org/10.1002/stc.4300070107openalex-snapshot
Serial multiplexing of optical fibers for sensing of structural strains
inferredcites →https://doi.org/10.1006/jsvi.2002.5148openalex-snapshot
NOVELTY DETECTION IN A CHANGING ENVIRONMENT: REGRESSION AND INTERPOLATION APPROACHES
inferredcites →https://doi.org/10.1007/s11431-009-0267-1openalex-snapshot
Experimental study on strain and deformation monitoring of reinforced concrete structures using PPP-BOTDA
inferredcites →https://doi.org/10.1016/j.compstruc.2004.07.003openalex-snapshot
Development of elastic damage load theorem for damage detection in a statically determinate beam
inferredcites →https://doi.org/10.1016/j.engstruct.2011.09.027openalex-snapshot
Parametric study of using only static response in structural damage detection
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.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.sigpro.2003.07.018openalex-snapshot
Novelty detection: a review—part 1: statistical approaches
inferredcites →https://doi.org/10.1016/j.sigpro.2013.12.026openalex-snapshot
A review of novelty detection
inferredcites →https://doi.org/10.1016/j.ymssp.2009.09.009openalex-snapshot
Novelty detection in a changing environment: A negative selection approach
inferredcites →https://doi.org/10.1016/j.ymssp.2013.02.019openalex-snapshot
Damage detection using data-driven methods applied to moving-load responses
inferredcites →https://doi.org/10.1016/j.ymssp.2018.02.036openalex-snapshot
Impairment localization and quantification using noisy static deformation influence lines and Iterative Multi-parameter Tikhonov Regularization
inferredcites →https://doi.org/10.1016/s0141-0296(00)00086-9openalex-snapshot
Structural damage identification using static test data and changes in frequencies
inferredcites →https://doi.org/10.1061/(asce)0733-9445(1994)120:11(3243)openalex-snapshot
Parameter Estimation of Structures from Static Response. I. Computational Aspects
inferredcites →https://doi.org/10.1061/(asce)0733-9445(1994)120:11(3259)openalex-snapshot
Parameter Estimation of Structures from Static Response. II: Numerical Simulation Studies
inferredcites →https://doi.org/10.1061/(asce)be.1943-5592.0000533openalex-snapshot
Identification of Vehicular Axle Weights with a Bridge Weigh-in-Motion System Considering Transverse Distribution of Wheel Loads
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/10.1109/50.964070openalex-snapshot
Tensile and compressive strain measurement in the lab and field with the distributed Brillouin scattering sensor
inferredcites →https://doi.org/10.1142/s1793536911000908openalex-snapshot
DAMAGE ASSESSMENT OF BEAM BY A QUASI-STATIC MOVING VEHICULAR LOAD
inferredcites →https://doi.org/10.1177/1077546309360052openalex-snapshot
A new damage identification method based on structural flexibility disassembly
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/10.3390/app6010024openalex-snapshot
Evaluation of High-Speed Railway Bridges Based on a Nondestructive Monitoring System
inferredcites →https://doi.org/10.3390/app6110341openalex-snapshot
Cyclic Crack Monitoring of a Reinforced Concrete Column under Simulated Pseudo-Dynamic Loading Using Piezoceramic-Based Smart Aggregates
inferredcites →https://doi.org/10.3390/app7040391openalex-snapshot
Hierarchical Wavelet-Aided Neural Intelligent Identification of Structural Damage in Noisy Conditions
inferredcites →https://doi.org/10.3390/app7050497openalex-snapshot
The State-of-the-Art on Framework of Vibration-Based Structural Damage Identification for Decision Making
inferredcites →https://doi.org/10.3390/app7050510openalex-snapshot
A State of the Art Review of Modal-Based Damage Detection in Bridges: Development, Challenges, and Solutions
inferredcites →https://doi.org/10.3390/app8050753openalex-snapshot
Application of the Random Decrement Technique in Damage Detection under Moving Load
inferredcites →https://doi.org/10.3390/infrastructures2040023openalex-snapshot
Framework for Flexural Rigidity Estimation in Euler-Bernoulli Beams Using Deformation Influence Lines
inferredcites →https://doi.org/10.3390/s18124446openalex-snapshot
Damage Localization of Beam Bridges Using Quasi-Static Strain Influence Lines Based on the BOTDA Technique

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/10.1007/978-981-95-8620-2_30openalex-snapshot
Rapid Evaluation of Load-Bearing Capacity of π-Shaped Steel-Concrete Composite Continuous Rigid Frame Bridges Based on Quasi-Static Influence Line
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/s40999-021-00682-0openalex-snapshot
Bridge Damage Detection Through Combined Quasi-static Influence Lines and Weigh-in-motion Devices
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.autcon.2023.104768openalex-snapshot
Dual-purpose procedure for bridge health monitoring and weigh-in-motion used for multiple-vehicle events
inferred← citeshttps://doi.org/10.1016/j.engstruct.2022.114129openalex-snapshot
A computer vision-based method for bridge model updating using displacement influence lines
inferred← citeshttps://doi.org/10.1016/j.istruc.2023.04.126openalex-snapshot
Evaluation of fatigue damage in steel girder bridges using displacement influence lines
inferred← citeshttps://doi.org/10.1016/j.istruc.2024.107001openalex-snapshot
Parameter identification of beam bridges based on stiffness separation method
inferred← citeshttps://doi.org/10.1016/j.istruc.2025.110834openalex-snapshot
A deep learning framework of static mechanical index for beam structures damage identification
inferred← citeshttps://doi.org/10.1016/j.measurement.2022.111172openalex-snapshot
Damage localization for prefabricated bridges group using the area-ratio of the strain time-history curve
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
inferred← citeshttps://doi.org/10.1038/s41598-025-07233-wopenalex-snapshot
Research on damage identification in T-beam bridges based on strain influence lines
inferred← citeshttps://doi.org/10.1109/access.2024.3396060openalex-snapshot
A Systematic Approach to Filter Specification for Measuring Quasi-Static Bridge Rotation Under Moving Loads Using DC Accelerometers
inferred← citeshttps://doi.org/10.1115/1.4064845openalex-snapshot
Experimental Investigation of a Rapid Calculation and Damage Diagnosis of the Quasistatic Influence Line of a Self-Anchored Suspension Bridge Based on Deflection Theory
inferred← citeshttps://doi.org/10.1177/14759217251350415openalex-snapshot
A comprehensive review of bridge influence lines: from identifications to applications in bridge health monitoring
inferred← citeshttps://doi.org/10.3390/app10248878openalex-snapshot
Bridge Health Monitoring via Displacement Reconstruction-Based NB-IoT Technology
inferred← citeshttps://doi.org/10.3390/app14125236openalex-snapshot
Coupled Vibration of a Vehicle Group–Bridge System and Its Application in the Optimal Strategy for Bridge Health Monitoring
inferred← citeshttps://doi.org/10.3390/app16010539openalex-snapshot
Beam Damage Detection and Characterization Using Rotation Response from a Moving Load and Damage Candidate Grid Search (DCGS)
inferred← citeshttps://doi.org/10.3390/app9194027openalex-snapshot
Structural Damage Detection and Health Monitoring
inferred← citeshttps://doi.org/10.3390/coatings15030289openalex-snapshot
Damage Detection of Beam Structures Using Displacement Differences and an Artificial Neural Network
inferred← citeshttps://doi.org/10.7250/bjrbe.2022-17.560openalex-snapshot
Quasi-Static Influence Line Identification and Damage Identification of Equal-Span Bridges Based on Measured Vehicle-Induced Deflection
Editorial review for independent work. ICSAC — the Institute for Complexity Science and Advanced Computing — runs a structured editorial panel for researchers publishing outside journals, and publishes on CiteStamp rails. Submission is free and goes through ORCID: icsacinstitute.org/submit.