Structure and Infrastructure Engineering

Papers
(The TQCC of Structure and Infrastructure Engineering is 6. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-06-01 to 2025-06-01.)
ArticleCitations
Probabilistic multi-objective optimum combined inspection and monitoring planning and decision making with updating32
An adaptive hybrid dimension-reduction model and its application for statistical moments estimation of stochastic systems and reliability analysis of structures31
Dynamic performance-based assessment for tied-arch bridges subjected to heavy multi-axial tractor-trailers29
Improvement of inspection and maintenance gantries in the Honshu Shikoku Bridges28
Experimental study on seismic performance of steel-hinged modular expansion joints for highway bridges28
A data-driven risk assessment of vehicles traversing long-span sea-crossing bridges accounting for rainfall effect26
Reliability analysis of deteriorated post-tensioned concrete bridges considering bond effect: the case study of Ynys-y-Gwas bridge in UK26
Machine learning classifier-based dynamic surrogate model for structural reliability analysis25
A novel multiple analysis method for assessing seismic deformations of GRS walls: combinations of FEM, machine learning and performance-based fragility curves25
Experimental study on the flexural behaviour of corroded concrete beams reinforced with hybrid steel/GFRP bars25
On the vertical coupling effect of ballasted tracks in multi–span simply–supported railway bridges under operating conditions25
Assessment and mitigation of railway-induced environmental vibrations over underground comprehensive transportation hub25
Decision support and structural assessment of a corroding reinforced concrete bridge considering new information25
A large-scale prioritisation to strengthen the resilience of communities in Italian territorial contexts24
Structural performance of hammerhead pier under eccentric loads: strut-and-tie modeling, finite element method, and full-scale experimental study23
Uncertainty quantification in the strain response of prestressed reinforced concrete structures using fractile based sampling23
Digital Twin-driven framework for fatigue lifecycle management of steel bridges22
An open-source GIS app for digitalising bridge inspections and automating BIM model integration20
Challenges in the application of digital transformation to inspection and maintenance of bridges20
Bridge life consumption by permit vehicles19
Study on the buffeting response of a long-span truss arch bridge during construction based on a large-scale full bridge model wind tunnel test19
Enhancing infrastructure planning and design through BIM-GIS integration19
Prediction of corrosion-induced retraction slip of prestressing strand in pre-tensioned concrete beams18
Asset management for storm surge barriers: how and why?17
Verifying the suitability of uncoupled numerical methods for solving vehicle-bridge interaction problems17
An explicit approach for modeling the performance of transportation networks immediately after an earthquake17
Detecting and localising damage based on image recognition and structure from motion, and reflecting it in a 3D bridge model17
Fragility analysis of an ultra high voltage transmission tower in saline soil subjected to wind loads17
Risk-informed design and safety assessment of structures in a changing climate: a review of U.S. practice and a path forward17
Mechanical characteristics analysis of the orthotropic steel deck in heavy-haul railway bridges17
Fourier regression model predicting train-bridge interactions under wind and wave actions16
Normalising flow-based vehicle load modeling for bridges16
Review of seismic evaluation frameworks for highway bridges based on life cycle concepts16
Deep convolutional neural network ensemble for pavement crack detection using high elevation UAV images15
Dynamic analysis of a pedestrian bridge using monitoring and computational techniques15
Assessment of post-earthquake resilience of highway–bridge networks by considering downtime due to interaction of parallel restoration actions15
Numerical analysis-based structural behavior assessment of a cable-stayed bridge under tanker fire15
Multi-hazard stochastic response assessment of base-isolated buildings15
Influence of the wind tunnel model characteristics on the loading and response of cable-net hyperbolic paraboloid roofs15
Time-dependent deviation of high-speed railway bridge pier-cap-pile foundations in deep soft soils under surcharge loads: a case study14
Dynamic characteristics and force analysis of box girder under tsunami action based on level-set method14
Inconsistency recovery and assessment for crack data of steel box girders14
A new methodology for estimating seismic resilience of buildings under successive damage-retrofit processes during the recovery time13
Application of clustering algorithms for dimensionality reduction in infrastructure resilience prediction models13
Simulation of concrete structures deformation affected by alkali–silica reaction considering environmental conditions and multiaxial stress state13
Automated Bayesian modal identification for full-scale transmission towers by comprehensive field tests13
Geometrical morphology and deformation measurement of long-span suspension bridge based on terrestrial laser scanning12
Numerical analysis of buried pipelines under seismic slope instability12
Theoretical prediction of the shear strength of reinforced concrete slabs under concentrated loads close to linear supports12
A network model to optimally group road maintenance interventions for work zone development12
An interpretable model for bridge scour risk assessment using explainable artificial intelligence and engineers’ expertise11
Framework for rational decision-making in bridge maintenance11
Structural performance degradation of cable-stayed bridges subjected to cable damage: model test and theoretical prediction11
Establishment and application of a fatigue crack database for steel box girders11
Structural health assessment of concrete half-joint bridges: from load testing to FEM simulation accounting for material uncertainties11
Computer vision-based crack width identification using F-CNN model and pixel nonlinear calibration11
A rapid neural network-based demand estimation for generic buildings considering the effect of soft/weak story11
Friction stir welded joints in aluminum highway bridge decks: a quality control framework10
Development of requirements for design and steps for protection of the environment, illustrated by two major bridge projects in Denmark10
A framework for assessing the remaining life of storm surge barriers10
Bridge structural safety assessment: a novel solution to uncertainty in the inspection practice10
Reliability-based reinforcement learning driven maintenance policy optimization10
Pier-bents parameterized seismic fragility analysis for regional simply-supported girder bridges based on multi-layer perceptron structural demand models10
An unsupervised learning algorithm for computer vision-based blind modal parameters identification of output-only structures from video measurements10
Assessment of bond deterioration in corroded RC members incorporating cracking response and tension stiffening10
Assessing the condition state of a concrete bridge combining visual inspection and nonlinear deterioration model10
Crosswind effects on a train-bridge system: wind tunnel tests with a moving vehicle10
Partially restrained seismic isolation system to retrofit a continuous girder RC bridge10
Shear strength of pretensioned concrete T-girders: a combined stress field model and experimental investigations9
Efficient design of truss footbridges with stiffness-proportional inerters9
An application of convolutional neural network for deterioration modeling of highway bridge components in the United States9
Train-track-bridge interaction effects on highly skewed girder bridges of short-to-medium spans for increasing operating speeds9
Seismic behavior and collapse fragility of long-span truss structures in ultra-high voltage substations under multi-directional earthquakes9
Climbing robot-assisted quantitative identification of sheath surface defects of stay cables9
Experimental and numerical investigation on wave impacts on box-girder bridges9
Design, construction and monitoring of continuous curved box girder bridge during bearing replacement-case study9
Safety and comfort assessment of a train passing over an earthquake-damaged bridge based on a probability model9
Deflection prediction model for bridge static load test based on artificial neural networks9
Crack-controlled allowable forces for high-strength reinforced concrete columns under cyclic loading using finite element analysis9
Effect of prevalent irregular configuration of infills on the seismic collapse of Indian RC buildings9
Sustainable pavement maintenance and rehabilitation planning using the marine predator optimization algorithm9
Probabilistic pre-estimation of life-cycle costs of road bridges using dynamic Bayesian networks9
Multihazard life-cycle cost optimization of active mass dampers in tall buildings9
A novel high-speed railway large-span cable-stayed bridge with deformation active control function: structural system and control algorithm9
Seismic fragility estimation considering field inspection of reinforced concrete girder bridges8
Probabilistic corrosion hazard maps for reinforced concrete infrastructure in coastal regions8
Fatigue reliability assessment of steel bridges considering spatial correlation in system evaluation8
Probabilistic service life assessment of corroded concrete structures: a state-of-the-art review8
Assessment of plastic hinge length in reinforced concrete columns8
Numerical model for time-dependent cracking and deflection of large-span concrete bridge structures8
Diagnostic load testing and assessment of a corroded corrugated metal pipe culvert before rehabilitation8
Post-fire performance of GFRP reinforced concrete deep beams: experimental and numerical study8
Identification of waterways maintenance significant units using secondary data and Multi-Attribute Utility Theory8
A preliminary investigation of the potential benefits of using the ASTRA Bridge for short-span bridge deck refurbishment projects in Switzerland8
Progressive collapse and robustness of modular high-rise buildings8
A unified approach for vertical vibration of suspension bridge systems8
A hybrid genetic algorithm to maintain road networks using reliability theory8
Predicting the shear strength of concrete beams with corroded rebar: a review and synthesis8
Resilience-based post-earthquake restoration scheduling for urban interdependent transportation-electric power network7
Seismic control of a long-span triple-tower suspension bridge using hysteretic steel damper7
Experimental investigation on the flexural behaviour of stainless steel reinforced concrete beams7
Fatigue reliability assessment and life-cycle cost analysis of roadway bridges equipped with weigh-in-motion systems7
Effect of pinching on structural resilience: performance of reinforced concrete and timber structures under repeated cycles7
A decision-making framework for school infrastructure improvement programs7
The impact of Jin Mao Tower on life-cycle civil engineering of tall buildings7
Seismic performance enhancement of brick masonry walls by retrofitting with nominal RC bands: a study of diagonal compression tests7
Methodology for calculating the severity index of buildings7
Effects of galvanostatic and artificial chloride environment methods on the steel corrosion spatial variability and probabilistic flexural capacity of RC beams7
Developing and evaluating a risk-informed decision support system for earthquake early warning at a railway bridge7
Damage detection for bridge structures under vehicle loads based on frequency decay induced by breathing cracks7
Pedestrian-induced lateral vibration of footbridge based on binary coupled Kuramoto model7
Damage identification in cable-stayed bridges based on the behavior of neutral axis under traffic loading7
Multi-hazard analysis and design of structures: status and research trends7
A novel formula for plastic hinge length of reinforced concrete columns in seismic regions7
Earth pressure model to predict the long-term performance of integral abutment bridge7
Structural health assessment techniques for in-service timber poles7
Influence of the correlation model on the failure probability of a reinforced concrete structure considering spatial variability7
Development and comparison of seismic fragility curves for bridges based on empirical and analytical approaches7
Bearing capacity and failure behavior of segments with a mid-span opening of a shield subway tunnel7
Numerical study on the seismic performance of precast UHPC bridge columns considering the buckling behavior of replaceable energy dissipaters7
Experimental and numerical investigation on low-strength RC beams strengthened with side or bottom near surface mounted FRP rods7
Failure modes-based seismic fragility analysis of concrete gravity dams considering concrete heterogeneity7
Study of residual load carrying capacity of steel bridges considering fatigue damage during service time7
Integrated neural networks – Particle Swarm Optimization for probabilistic finite element model updating: application to a prestressed concrete girder bridge7
Failure mechanism and load carrying capacity of an arched partially CFST bridge tower considering different concrete filling lengths7
Structural system reliability assessment using generalized factorized dimensional reduction method and iterative maximum entropy method7
Influence of vehicular movement on the seismic response and fragility of highway bridge structures7
Evaluating the dynamic response and damage resistance of a cable-stayed prestressed concrete bridge under above-deck blast7
Progressive collapse of steel frame-type structures using the pseudo -dynamic method: experimental testing and numerical validation6
Estimation of safe cover thickness to steel reinforcement in coastal structures addressing several tidal stations6
Development and challenges in finite element modelling of post-installed anchors in concrete6
Uncertainty quantification of structural displacement based on multi-response surfaces method for a long-span concrete cable-stayed bridge with damages6
Improving seismic behaviors of precast segmental piers with bonded prestressed tendons6
Life-cycle cost analysis of pile-supported wharves under multi-hazard condition: aging and shaking6
Experimental and numerical investigation of the seismic behaviour of corroded precast concrete piers with grouting sleeve connections6
Enhanced bridge damage assessment via data-model coupling driven approach with vibration signals6
Seismic optimization of high-speed railway bridges considering the running safety of trains in normal service6
Experimental investigation on rehabilitation effectiveness of ductile RC beams with various seismic damage levels using dynamic and static-cyclic loading protocols6
Automatic detection of falling hazard from surveillance videos based on computer vision and building information modeling6
Real-world installations of tuned liquid column dampers for wind-induced vibration control of tall buildings6
Detection, localisation and quantification of stiffness loss in a bridge using indirect drive-by measurements6
Bridge damage analysis under joint environmental and operational variability6
A Bayesian belief network approach to bridge infrastructure resilience assessment against seismic hazard6
Probabilistic seismic assessment of reinforced concrete bridges using simulated records6
Identification, tracking and warning of vortex induced vibration using k-means clustering method6
Life-cycle connectivity-based maintenance strategy for bridge networks subjected to corrosion considering correlation of bridge resistances6
Performance evaluation and repair strategy of seismic damages to RC structures based on residual deformation6
CFRP strengthening of reinforced concrete pontoon walls against ship bow collisions6
Long-term deformation analysis of prestressed concrete bridges under ambient thermal and vehicle loads6
Shaking table test to investigate the size effect on the seismic response of a low-cost friction pendulum system6
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