OOIR: Observatory of International Research

Papers

(The H4-Index of Buildings is 66. 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 2022-08-01 to 2026-08-01.)

Article	Citations
A SWOT/TOWS Analysis of Inventory Methods for Buildings Damaged or Might Be Damaged	247
A Simplified Empirical Model for Predicting Residual Flexural Capacity of Corroded Prestressed Concrete Beams	208
Usage of a Conventional Device with LiDAR Implementation for Mesh Model Creation	208
Drivers for the Acceptance of Green Housing Insurance from the Perspective of House Owners	202
Placement Principles of Islamic Calligraphy in Architecture: Insights from the Al-Hambra and Al-Azem Palaces	185
Study of the Sustainable Functioning of Construction Companies in the Conditions of Risk Factors	153
Customized Insulation Strategies for Türkiye: Life Cycle Cost Analysis and Impact on Business Competitiveness	151
Lateral Performance of Semi-Rigid Steel Frames with Precast Knee Bracing Systems: Testing and Finite Element Analysis	144
Application of the Coupled Markov Chain in Soil Liquefaction Potential Evaluation	137
Amplitude-Scaling Bias Analysis of Ground Motion Record Set in Strip Method for Structural Seismic Fragility Assessment	135
A Study of Member Displacement According to Seasonal Climate of the Sungnyemun Gate, a Korean Wooden Architectural Heritage Site	123
Energy-Based Analysis of Time-Dependent Deformations in Viscoelastic Truss Systems	114
Parametric Analysis of Steel Studs to Reduce Thermal Bridges in Light Steel Framing Construction Systems	112
Optimization of Anti-Scour Device Combined with Perforated Baffle and Ring-Wing Plate Based on a Multi-Factor Orthogonal Experiment	112
A Visualization Study of Highway Investment Based on Network Analysis	111
Promoting the Low-Carbon Transition of Power Construction Projects under MRV: An Evolutionary Game Analysis	109
The Effect of Bottom Reinforcement Spacers on Reinforced Concrete Structures Loaded by Explosion	103
Force Transfer Mechanism and Behavior Insights for a Large-Diameter CFST Column to Steel Beam Connection	100
Assessment of Photocatalytic Nano-TiO2 Mortars’ Behavior When Exposed to Simulated Indoor Conditions of Glazed Buildings	94
Index of Residential Development: Evaluation of the Possibility of New Residential Construction Depending on the City Plan	94
On Interpolative Meshless Analysis of Orthotropic Elasticity	93
Spatiotemporal Dynamics and Driving Factors of Urban Expansion in the Chongqing Metropolitan Area Based on Nighttime Light Remote Sensing	89
Research on the Non-Planar Deformation Behavior of Reinforced Concrete Components Based on Size Effect	89
Numerical Modeling of Lyapunov Exponents for Structural Damage Identification	89
Study on the Effects of Wind Direction on the Characteristics of Vortex-Induced Vibration for a Square Cylinder	88

Experimental and Numerical Simulation Study on Shear Performance of RC Corbel Under Synergistic Change in Inclination Angle	88
From Dots and Lines to Connections: Re-Evaluation of Relational Thinking in Architecture	87
Structural Damage Identification Using PID-Based Search Algorithm: A Control-Theory Inspired Application	87
Construction Scheme and Influence Analysis of Horizontal Small-Clear-Distance Shield Tunnel	87
Asphalt and Aggregate Fluorescence Tracing Based on Sensors and Ambient Parameter Optimization	86
Research on Spatial Coordinate Estimation of Karst Water-Rich Pipelines Based on Strapdown Inertial Navigation System	86
Construction Scheme Effects on Deformation Controls for Open-Top UBITs Underpassing Existing Stations	86
A Study on the Calculations of the Bottom Void Range of an Underground Pipe Gallery Structure Under the Action of Ground Fissure Dislocations	85
Experimental Study on the Strength Characteristics of Organic-Matter-Contaminated Red Soil in Yulin	85
Numerical Simulation on an Ultra-Large Seven-Ring Internal Support System Considering the Effects of Soil–Structure Interaction and Temperature	83
Probabilistic Safety Factor Assessment of Composite Pile Foundation Using Symmetrical FEM Reliability Method	82
Performance Analysis of Model-Based Control for Thermoelectric Window Frames	82
The Structural Configuration and Mechanical Performance of a New Cable-Supported Reciprocal Structure	82
Research on the Rapid Testing Method of Influence Lines for Beam Bridges and Its Engineering Applications	82
Evaluating Perceptions of Cultural Heritage Creativity Using an SEM-GIS Model: A Case Study of Qingzhou Mountain, Macau	81
Theoretical and Numerical Simulation Analysis of the Axial Compressive Performance of Recycled Aggregate Concrete-Filled Steel Tubular Columns for Bridges	81
Structural Behavior Analyses and Simple Calculation of Asynchronous-Pouring Construction in PC Composite Girder Bridges with Corrugated Webs for Sustainability	81
The Mutual Verification of Agricultural Imagery and Granary Architecture in Ancient China: A Case Study of the Fuzhou “Room-Style” Granaries	80
Longitudinal Bending Mechanical Performance of Double-O-Tube (DOT) Shield Tunnel	78
Impact of COVID-19 on Construction Production Rate	77
Research on the Mechanical Properties of Mechanically Connected Splices of Prestressing Screw Bars Under Monotonic and Cyclic Loads	76
Unified Flexural Resistance Design Method and Evaluation Frame for the B-Regions of RC Flexural Members—Theory and Application	76
Occupants’ Thermal Adaptive Behavior Pattern in Indonesian Residential Buildings	76
Interactive Effects of Built Environment and Parking Policy on Car Use: Examining Differences Between Work and Non-Work Trips	75
Numerical Study on the Risk of Infection in Adjacent Residential Spaces: Door Operation and the Impact of Outdoor Wind Speeds	75
Analysis of Gravel Migration Patterns During Vibration Rolling and Their Impact on GCL Performance Based on DEM	75
Study on Dynamic Factors of Damped Beam Members Under Exponential Attenuation Loading	74
Cyclic Void Growth Model Parameter Calibration of Q460D Steel and ER55-G Welds after Exposure to High Temperatures	73
The Intention of Bridge Asset Management Implementation in Indonesia	73
Seismic Performance of Drop-In Anchors in Concrete under Shear and Tension	73
Design of an Instant Vibration-Based Warning System and Its Operation during Relocation Works of Historic Facades	72
Assessing the Impact of Climate Comfort on Labor Productivity in Hydropower Engineering Construction in Southwest China	72
Mechanical Properties of Fire-Damaged RC Beams Reinforced with Carbon Fiber Mesh	71
Exploring Heritage: An In-Depth Performance Evaluation of Kenadsa’s Office Building through User Perceptions and Behaviors	71
Design Method for Low-Carbon Fly Ash Concrete Considering Strength, Form Removal Time, and Carbonation Durability Life	71
Influence of the Uplifting Mechanism of Embedded Footings on the Nonlinear Static Response of Steel Concentrically Braced Frames	70
Multivariate Evaluation of Photovoltaic Utilization Potential of Primary and Secondary School Buildings: A Case Study in Hainan Province, China	70
Flexural Performance of a Continuous Circular Tube Girder Bridge	69
Suitability of Residential Neighborhoods for Hosting Events: A Case Study of Riyadh, Saudi Arabia	68
Theoretical Method for Calculating the Second-Order Effect and Reinforcement of Reinforced Concrete Box Section Columns	68
An Intelligent Robotic System for Surface Defect Detection on Stay Cables: Mechanical Design and Defect Recognition Framework	67
An Analysis of the Response of a Special-Shaped Integrated Pipe Gallery to Ground Fissure Activity During the Construction Period	66
Factors Influencing Green Construction Practices in Context of COVID-19 Pandemic: Empirical Evidence from China	66
Shear Creep Failure Characteristics of Cement-Grouted Sandstone Structural Planes	66
Seismic Damage Assessment of SRC Frame-RC Core Tube High-Rise Structure Under Long-Period Ground Motions	66
Fatigue Test and Unified Fatigue Life Calculation of Q460C Steel Notched Plates	66
Study on the Engineering Characteristics of Alluvial Silty Sand Embankment Under Vehicle Loads	66