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Construction assessment and long-term prediction of prestressed concrete bridges based on monitoring data

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

inferredcites →https://doi.org/10.1002/9780470549063.app3openalex-snapshot
Load Test Results
inferredcites →https://doi.org/10.1002/suco.201000014openalex-snapshot
Design and implementation of a monitoring system applied to a long‐span prestressed concrete bridge
inferredcites →https://doi.org/10.1007/bf02482088openalex-snapshot
Determination of the coefficient of thermal expansion of high performance concrete from initial setting
inferredcites →https://doi.org/10.1016/j.autcon.2009.09.001openalex-snapshot
Automation robustness of scaffolding systems strengthened with organic prestressing
inferredcites →https://doi.org/10.1016/j.engstruct.2004.08.009openalex-snapshot
Theoretical and experimental free vibrations of tall industrial chimney with flexibility of soil
inferredcites →https://doi.org/10.1016/j.engstruct.2005.02.021openalex-snapshot
Technology developments in structural health monitoring of large-scale bridges
inferredcites →https://doi.org/10.1016/j.engstruct.2005.05.013openalex-snapshot
Prediction of vertical deflections for a long-span prestressed concrete bridge structure
inferredcites →https://doi.org/10.1016/j.engstruct.2008.01.013openalex-snapshot
Structural health monitoring and reliability estimation: Long span truss bridge application with environmental monitoring data
inferredcites →https://doi.org/10.1016/s0029-5493(00)00299-5openalex-snapshot
Prediction of concrete creep and shrinkage: past, present and future
inferredcites →https://doi.org/10.1061/(asce)0733-9445(2007)133:8(1051)openalex-snapshot
Limitations in Structural Identification of Large Constructed Structures
inferredcites →https://doi.org/10.1061/(asce)0899-1561(2007)19:3(249)openalex-snapshot
Comparative Study of Various Creep and Shrinkage Prediction Models for Concrete
inferredcites →https://doi.org/10.1061/(asce)1084-0702(2002)7:3(166)openalex-snapshot
Measurements of Thermal Gradients and their Effects on Segmental Concrete Bridge
inferredcites →https://doi.org/10.1080/15732470601130378openalex-snapshot
Necessity of the bridge health monitoring system to mitigate natural and man-made disasters
inferredcites →https://doi.org/10.1139/l04-041openalex-snapshot
Thermal design criteria for deep prestressed concrete girders based on data from Confederation Bridge
inferredcites →https://doi.org/10.35789/fib.bull.0056openalex-snapshot
fib Bulletin 55. Model Code 2010 First complete draft Volume 1

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

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Scour Risk Probability Evaluation of Existing Bridge Based on Statistical Inversion Theory
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Advanced FE modeling supported by monitoring toward management of large civil infrastructures: The case study of Lezíria Bridge
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Impact of creep and shrinkage models in predicting deflection and prestress losses of balanced cantilever box girder bridges: A case study with multi‐decade deflection measurements
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Creep Properties of Alkali-Activated Concrete
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Research Progress on the Application of Model Tests in Bridge Design, Construction and Maintenance Operations
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Numerical validation of reinforced concrete one-way slabs under long-term loading using nonlinear finite element analysis
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Structural monitoring using fiber optic sensors of a pre-stressed concrete viaduct during construction phases
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Capturing the long-term dynamic properties of concrete cable-stayed bridges
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An algorithm for simulation of concrete cable-stayed bridges built on temporary supports and considering time dependent effects
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FE analysis of short- and long-term behavior of simply supported slender prestressed concrete columns under eccentric end axial loads causing uniaxial bending
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Time-dependent reliability of strengthened PSC box-girder bridge using phased and incremental static analyses
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Probabilistic-based assessment of existing steel-concrete composite bridges – Application to Sousa River Bridge
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Novel semi-analytical model to calculate shear forces due to viscoelastic interactions
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A comparative analysis of long-term concrete deformation models of a buttress dam
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Multiscale modelling of the long-term performance of prestressed concrete structures – Case studies on T-Girder beams
inferred← citeshttps://doi.org/10.1016/j.engstruct.2021.113554openalex-snapshot
Modelling and forecasting of SHM strain measurement for a large-scale suspension bridge during typhoon events using variational heteroscedastic Gaussian process
inferred← citeshttps://doi.org/10.1016/j.engstruct.2022.114009openalex-snapshot
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inferred← citeshttps://doi.org/10.1016/j.engstruct.2024.119084openalex-snapshot
A data-driven model for steel bridge temperature behaviour based on deep learning technology and heat transfer analysis
inferred← citeshttps://doi.org/10.1016/j.engstruct.2025.122051openalex-snapshot
Experimental study on time-dependent behavior of partially prestressed concrete beams: Coupled effects of creep, cracking, and prestress loss
inferred← citeshttps://doi.org/10.1016/j.engstruct.2026.123276openalex-snapshot
Zero-shot temporal learning for prediction of thermal load in composite bridge decks using sparse temperature measurements
inferred← citeshttps://doi.org/10.1016/j.istruc.2022.02.026openalex-snapshot
Complete stress indicator system for the design of concrete box-girder bridges
inferred← citeshttps://doi.org/10.1016/j.istruc.2024.107437openalex-snapshot
Finite difference equation of Volterra integral equation for estimating the time-dependent prestress loss of a prestressed concrete beam
inferred← citeshttps://doi.org/10.1016/j.jobe.2024.110771openalex-snapshot
Study of freeze-thaw deterioration of saturated and unsaturated hydraulic concrete based on measured strain
inferred← citeshttps://doi.org/10.1016/j.probengmech.2026.104017openalex-snapshot
Bridge temperature-induced strain prediction and uncertainty quantification in nonstationary environments via stochastic variational heteroscedastic Gaussian process
inferred← citeshttps://doi.org/10.1038/s41598-022-20449-4openalex-snapshot
Estimation formula of finished bridge pre-camber in continuous rigid-frame bridges
inferred← citeshttps://doi.org/10.1061/(asce)be.1943-5592.0001210openalex-snapshot
Modeling for Assessment of Long-Term Behavior of Prestressed Concrete Box-Girder Bridges
inferred← citeshttps://doi.org/10.1061/(asce)be.1943-5592.0001489openalex-snapshot
Numerical Prediction of Long-Term Deformation for Prestressed Concrete Bridges under Random Heavy Traffic Loads
inferred← citeshttps://doi.org/10.1061/(asce)cf.1943-5509.0000909openalex-snapshot
Deflection Control of Long-Span PSC Box-Girder Bridge Based on Field Monitoring and Probabilistic FEA
inferred← citeshttps://doi.org/10.1061/9780784481257.020openalex-snapshot
Dynamic Analysis of High-Speed Train-Track-Bridge Coupled System Considering Concrete Shrinkage and Creep
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Application of a self-adaptive Kalman filter approach in alignment control for an extra long span rail transit cable-stayed bridge
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A novel pro-active approach towards SHM-based bridge management supported by FE analysis and Bayesian methods
inferred← citeshttps://doi.org/10.1080/15732479.2021.1978507openalex-snapshot
Value of information of a pro-active SHM-based tool supported by advanced FE models and Bayesian statistics towards efficiency in bridge management
inferred← citeshttps://doi.org/10.1080/15732479.2022.2052909openalex-snapshot
Long-term deformation analysis of prestressed concrete bridges under ambient thermal and vehicle loads
inferred← citeshttps://doi.org/10.1080/15732479.2023.2192508openalex-snapshot
Probabilistic structural identification and condition assessment of prestressed concrete bridges based on Bayesian inference using deflection measurements
inferred← citeshttps://doi.org/10.1080/15732479.2023.2266725openalex-snapshot
Design, construction and monitoring of continuous curved box girder bridge during bearing replacement-case study
inferred← citeshttps://doi.org/10.1088/1361-6501/aa6c8eopenalex-snapshot
A new solution of measuring thermal response of prestressed concrete bridge girders for structural health monitoring
inferred← citeshttps://doi.org/10.1109/icsai68704.2025.11345848openalex-snapshot
A Real-Time Monitoring and Intelligent Guidance System for Bridge Hoisting Based on BDS/GNSS Positioning
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Hybrid physics‐informed neural network with parametric identification for modeling bridge temperature distribution
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A multistable mechanism to detect thermal limits for structural health monitoring (SHM)
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Long-term performance of prestressed concrete continuous box girders in the natural environment
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Life-Cycle Monitoring of Long-Span PSC Box Girder Bridges through Distributed Sensor Network: Strategies, Methods, and Applications
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Modified PCI Multipliers for Time‐Dependent Deformation of PSC Bridges
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Tensioning-Phase Box Girder Deformation Prediction Model Based on Ant Colony Algorithm and Residual Correction
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Deformation Forecast of Main Girder Enhanced by Stay Cable System with Unequal Interval Grey Model and Residual Composite Correction
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Improved step-by-step modeling method for analyzing the mechanical behavior of steel structures during construction
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Continuous dynamic monitoring of a prestressed concrete bridge based on strain, inclination and crack measurements over a 14-year span
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Structural and Mechanical Characteristics of Double-Hoop Unbonded Annular Anchor Lining
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Control of long-term deflections of RC beams using reinforcements and low-shrinkage concrete
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Comparative Analysis on Influencing Factors of Alignment Monitoring Between Continuous Rigid-frame Bridge and Continuous Girder Bridge
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Ensuring Operational Reliability of Overpass On "Almaty-Kapshagai" Highway Section in Kazakhstan
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Static Strength of Friction-Type High-Strength Bolted T-Stub Connections under Shear and Compression
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Bridge Construction Quality Evaluation Based on Combination Weighting Method- Technique for Order Preference by Similarity to an Ideal Solution Theory
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Improved Evidence Fusion Theory for the Safety Assessment of Prestressed Concrete Bridges
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An Integrated Machine Learning Algorithm for Separating the Long-Term Deflection Data of Prestressed Concrete Bridges
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