Journal of Performance of Constructed Facilities

Papers
(The TQCC of Journal of Performance of Constructed Facilities is 5. 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 2021-11-01 to 2025-11-01.)
ArticleCitations
Experimental Study and Numerical Simulation of Damage Mechanism of RC Box Girder under Internal Blast Loads56
Building Rectification by Underexcavation and Practical Design Method44
Mechanical Behavior and Damage Evolution of a Fabricated Rectangular Tunnel with a Mortise-and-Tenon Joint under Internal Explosion41
Effect of Stress Ratio K due to Varying Overburden Topography on Crack Intensity of Tunnel Liner40
Dynamic Distortion and Long-Term Settlement of Weathered Argillaceous Siltstone under Subway Tunnel Base in Nanchang, China37
Seismic Responses of Buildings after the Mw 6.8 Sivrice Earthquake in January 202037
Performance Evaluation of Truss Structure via Cloud Matter Element Fusion37
Integrity of API 5L X56 Offshore Pipeline Subjected to Girth Weld Anomalies and Corrosion Using Probabilistic Methods36
Numerical and Experimental Investigation into the Effects of Geometric Pattern on the Load-Bearing Capacity of Persian Brick Masonry Arches34
The Causation of Design Error in the Construction Industry: A Multistakeholder Perspective31
Multidamage Identification in High-Resolution Concrete Bridge Component Imagery Based on Deep Learning30
Using Nonlinear-Elastic Stiffness at Small Displacement to Identify Damage in a Full-Scale Reinforced Concrete Building25
Numerical Study of the Fire Behavior of Encased and Slim-Floor Composite Beams25
Risk-Based Self-Improving Asset Management Framework for Coastal Protection Structures Using 1+ Inspection Points25
Innovative Optimization Model for Planning Upgrade and Maintenance Interventions for Buildings23
Vertical Temperature Gradient Test and Numerical Simulation of Steel Box Girders in Cold Regions23
A Detection Method for Bridge Cables Based on Intelligent Image Recognition and Magnetic-Memory Technology22
Explainable Machine-Learning Model for Rapid Damage Assessment of CFST Columns after Close-In Explosion22
Erratum for “Model for Loading Characteristics of Gas Explosion in a Utility Tunnel” by Qiushi Yan, Chenxv Lv, Yanan Zhang, and Qingwen Sun19
Impacts of Pile Foundation Arrangement on Seismic Response of LNG Tanks Considering Soil–Foundation–Structure Interaction18
Investigation of Poor Ride Quality in Steel-Bridge Girders Made Composite with Concrete Decks17
Health Assessment of Operational Wind Turbine Infrastructure Based on Wavelet Packet Energy Spectra17
Indirect Identification and Analysis of Bridge Damage Using Vehicle–Bridge Coupled Vibration and Deep Learning15
Computer Vision–Based Conformity Inspection and Contour Analysis of Ultradeep Diaphragm Wall Trenches15
Application of Optical Satellite Data in Pavement Management: Assessing Its Value in Partially Observable Stochastic Environments14
Ensuring the Safety of Multistoried Residential Structures during Excavation of Hard Rock with Controlled Blasting Operations: A Study13
Analyzing Coating Conditions of Steel Bridges at Florida: A Data-Driven Approach13
Evaluating the Continuous Deck Placement Sequence Approach at Steel Bridges Using a Time-Dependent Numerical Analysis13
Aluminum Structures Covered with PVC Tents Collapsing under a Severe Rain Event12
An Active-Learning Framework for Efficient Training and Bias Mitigation in Probabilistic Forecasting of Water Pipeline Failures12
Adaptive Learning Filters–Embedded Vision Transformer for Pixel-Level Segmentation of Low-Light Concrete Cracks12
Accelerated Deterioration Risk Assessment Model for Proposing Maintenance Measures for Existing Neighborhoods under Uncertainty and Dynamics12
Multiyear Facility Maintenance Optimization11
Improved Laboratory Testing Protocol and Full-Scale Evaluation of Rapid-Setting Cementitious Repair Products for Airfield Repairs11
A UAV Photography–Based Detection Method for Defective Road Marking11
Fragility Analysis of Coastal Roadways and Performance Assessment of Coastal Transportation Systems Subjected to Storm Hazards11
Deterioration Rates of Building Component Groups Using Nominal Replacement Costs of Components11
Erratum for “Application of Multidisciplinary Community Resilience Modeling to Reduce Disaster Risk: Building Back Better”10
Quantifying the Relative Change in Maintenance Costs due to Delayed Maintenance Actions in Transportation Infrastructure10
Advanced TOPSIS Approach to Variable Index Weighting in Bridge Condition Assessment10
Proposed Design Methods for Timber Members Subjected to Blast Loads9
Rethinking How to Protect Dwellings against Wildfires9
Closure to “Causes of Failure and Strengthening Measures of a Pile Foundation Supporting Transmission Line Tower” by Vaibhav Mittal and Manojit Samanta9
Determination of Bridge Elements’ Weights Using the Random Forest Algorithm9
Risk Assessment of Deviations at the Gas Pressure Reduction Station9
Soil–Structure Interaction Effect on the Resistance of a Steel Frame against Progressive Collapse Using Linear Static and Nonlinear Dynamic Procedures9
Simple Model for Longitudinal Temperature Distribution of Utility Tunnel Fire with Double Fires and End Wall Fire9
Structural and Operational Safety Evaluation of a Long-Span Continuous Beam Bridge with an Excessive Deflection in Urban Rail Transit8
Resilience-Based Retrofitting of Adjacent Reinforced Concrete Frame–Shear Wall Buildings Integrated into a Common Isolation System8
State of Preservation and Intervention Proposal in a Modern Architecture Building: The Auditorium of the Labor University of Cheste, Spain8
Alternative Sequence Classification of Neural Networks for Bridge Deck Condition Rating8
Investigating the Reliability of Sidewalk Survey Parameters on the Seismic Risk Assessment of RC Buildings Considering the 2023 Kahramanmaraş Earthquakes8
Analysis of a Field Study on Drainage Design and Control of Water Inrushes into Hongtu Tunnel, China8
Field and Numerical Investigations of the Structure Damage of an Operational Tunnel Subject to Bottom Void8
Multiorder Detection of Bridge Modal-Frequency Anomalies Considering Multiple Environmental Factors8
Application of a Data-Driven Intelligent Information System in Infrastructure: Underwater Tunnel Case Study8
Automatic Correction of Abnormal Ground Penetrating Radar Data for Concrete Bridge Deck Corrosion Assessment8
Computer-Aided Structural Integrity and Safety8
Nondestructive Tree Planting for Reducing the Wind Loads of a Historical Wooden Pagoda8
Closure to “Erosion Mitigation of Bridge Abutment Backfill during Flood Events”8
Excessive Approach Pavement Pressure against Conventional Bridges7
Impact of Soil Layer Distribution on the Morphology Characteristics of Underground Cavities7
Investigation of Damage to Reinforced Concrete Buildings Due to the 2019 Mirpur Earthquake, Azad Kashmir7
Assessment of Hydrological Pressure on Concrete Bridge Piers Considering Fluid–Structure Interaction7
Effect of Combined Blast and Fragment Loading on RC Wall and Its Mitigation Using Composite Sections7
Erratum for “Parametric Estimation of Equipment Failure Risk with Machine Learning and Constrained Optimization”7
Response Behavior of Buildings under the Simultaneous Actions of Surface Blast and Progressive Collapse7
Preparation and Performance of Graphene Nanoplatelets-Modified Epoxy Asphalt7
Insights into the Eping Dam, China 2021 Spillway Incident7
A Study of Seasonal River Water Level Fluctuations and Their Impact on the Upward Floating of Underlying Shield Tunnels7
Efficient Pavement Damage Detection Algorithm Based on Lightweight Feature Enhancement Network7
Ambient Vibration Test and Retest of a Multistory Factory Building7
Discussion of “Case Study of Ground Subsidence Caused by the Drying Effect of a Group of Australian Native Eucalypts”6
Using Models in Forensic Engineering: All Models Are Wrong, but Some Are Useful6
Automatic Detection of Pavement Marking Defects in Road Inspection Images Using Deep Learning6
Effect of Different Coarse Aggregate Sizes on the Propagation Characteristics of Acoustic Emission Waves in Concrete6
Closure to “Catastrophic Failure of Shanghai Metro Line 4 in July, 2003: Occurrence, Emergency Response, and Disaster Relief” by Yong Tan, Ye Lu, and Dalong Wang6
Nonlinear Finite-Element Analysis for Structural Investigation and Preservation of Reinforced Hybrid Thin Tile–Concrete Domes of the Historic School of Ballet Classrooms in Havana, Cuba6
A Comparative Analysis of Time- and Condition-Based Approaches for Imperfect Maintenance of Natural Stone Claddings6
Failure Analysis and Safety Assessment of Offshore Platform under Different Ship Collision Scenarios by Numerical Simulation6
A Framework for Assessing the Impacts of COVID-19 on the Construction Industries in Developing Countries6
Performance of Postfire Reinforced Concrete Beams Retrofitted with External Bonded and Near-Surface Mounted CFRP: Experiments and Analyses6
Evaluation of Visual Comfort on Long-Span Suspension Bridges Experiencing Vortex-Induced Vibrations: Basic Framework and a Case Study6
Study on Instability Process of Slag Landfills: Example of the Subgrade Landslide on Fuxin Nanhuan Road in Liaoning, China6
A Novel Beam–Column Component Macromodel for the Degradation Mechanism Analysis of RC Structures Subjected to Blast Loading6
Investigation and Control of Cracks in Wet Joint of Concrete Box Girders6
Progressive Collapse Analysis of Intermediate Moment-Resisting Steel Frame under Fire-Induced Column Failure6
Impact-Fragility Analysis of Bridges under Vehicle Collision with Soil–Structure Interaction Effects6
Next-Generation Building Condition Assessment: BIM and Neural Network Integration6
Robustness-Based Condition Evaluation Framework for Through Tied-Arch Bridge6
The Engineering Characteristics of Uplift Piles in Soft Clay6
Underwater Structure Health Status Assessment Using Fractal Theory-Based Crack Detection Algorithm5
Bridge Failure during the October 2018 Flooding in Iran5
Analysis of Hurricane Maria’s Impact on the Arecibo Telescope5
Integrated Reliability Assessment Model for Drinking Water Networks: A Case Study of the City of London, Canada5
Discussion of “Causes of Failure and Strengthening Measures of a Pile Foundation Supporting Transmission Line Tower” by Vaibhav Mittal and Manojit Samanta5
Closure to “Case Study of Ground Subsidence Caused by the Drying Effect of a Group of Australian Native Eucalypts”5
Durability Performance Criteria for Precast RC Box Units and Repair Measures Based on Nondestructive Testing and Evaluation5
Health-Degree Model for Stagger-Joint-Assembled Shield Tunnel Linings Based on Diametral Deformation in Soft-Soil Areas5
A State-of-the-Practice Review of Three-Dimensional Laser Scanning Technology for Tunnel Distress Monitoring5
Integrated Geoenvironmental Models for Performance Assessment of Tunnels in Soft Soils5
An Integral Approach to Probabilistic Seismic Hazard Analysis and Fragility Assessment for Reinforced Concrete Frame Buildings5
Multistate Probabilistic Assessment of Third-Party Damage Risk for Oil and Gas Pipelines Based on DEMATEL-ISM-Røed-BN5
Shock Wave Mediation by Closed-Cell Aluminum Foams5
Collapse of a Steel Space Truss Roof due to Rainwater and Ponding Effects5
Outstanding Journal Paper Award for 20215
Closure to “Forensic Investigation of Backyard Landslide with a Sewer in Bethel Park, Pennsylvania” by James V. Hamel5
Influence of Lateral Movements of Approach Embankments on Bridges: A Case Study5
Postearthquake Investigation of a Base-Isolated Building in the 2022 Ms 6.8 Luding Earthquake5
Evaluation of Total Stress in W-Flange Members Using Ultrasonic Shear Waves5
Probabilistic-Based Safety Evaluation of Maryland Sign Structure System Subjected to Wind Effects5
Blast-Resistant Window Anchors. II: Numerical Investigation5
Distinct-Element Modeling of the Use of Reinforced Shotcrete Facings for Soil–Nail Retrofitting of Masonry Retaining Walls5
Dynamic Monitoring of Rail Behavior under Passenger Train Loading Using Distributed Fiber Optic Sensors5
Performance Evaluation of Hillside Buildings under Blast and Blast-Induced Ground Motion5
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