Journal of Structural Engineering

Papers
(The TQCC of Journal of Structural Engineering is 8. 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 2020-11-01 to 2024-11-01.)
ArticleCitations
Interpretable XGBoost-SHAP Machine-Learning Model for Shear Strength Prediction of Squat RC Walls201
A Review of Developments and Challenges for UHPC in Structural Engineering: Behavior, Analysis, and Design156
Cloud-IDA-MSA Conversion of Fragility Curves for Efficient and High-Fidelity Resilience Assessment100
Probabilistic Framework with Bayesian Optimization for Predicting Typhoon-Induced Dynamic Responses of a Long-Span Bridge93
Uniform Design–Based Gaussian Process Regression for Data-Driven Rapid Fragility Assessment of Bridges76
Data-Driven Approach to Predict the Plastic Hinge Length of Reinforced Concrete Columns and Its Application74
Full-Range Stress–Strain Curves for Aluminum Alloys72
Machine Learning for Risk and Resilience Assessment in Structural Engineering: Progress and Future Trends71
Dynamic Characteristics and Responses of Damped Outrigger Tall Buildings Using Negative Stiffness58
Development and Experimental Study of Disc Spring–Based Self-Centering Devices for Seismic Resilience53
A Review of Data Management and Visualization Techniques for Structural Health Monitoring Using BIM and Virtual or Augmented Reality51
Behavior and Design of Normal- and High-Strength Steel SHS and RHS Columns50
Seismic Drift Demand Estimation for Steel Moment Frame Buildings: From Mechanics-Based to Data-Driven Models49
Impedance Model of Train-Induced Vibration Transmission Across a Transfer Structure into an Overtrack Building in a Metro Depot49
Flexural Performance of UHPC–Concrete–ECC Composite Member Reinforced with Perforated Steel Plates49
Structural Testing and Design of Wire Arc Additively Manufactured Square Hollow Sections48
Constitutive Modeling of Structural Steels: Nonlinear Isotropic/Kinematic Hardening Material Model and Its Calibration48
Shear Capacity of Cold-Formed Steel Channels with Edge-Stiffened Web Holes, Unstiffened Web Holes, and Plain Webs47
Knowledge-Enhanced Deep Learning for Wind-Induced Nonlinear Structural Dynamic Analysis44
Progressive Collapse Resistance of Emulative Precast Concrete Frames with Various Reinforcing Details42
Ground Motion-Dependent Rapid Damage Assessment of Structures Based on Wavelet Transform and Image Analysis Techniques41
Impact of UHPC Tensile Behavior on Steel Reinforced UHPC Flexural Behavior41
Lateral Performance of Self-Centering Steel–Timber Hybrid Shear Walls with Slip-Friction Dampers: Experimental Investigation and Numerical Simulation40
Mechanics-Guided Genetic Programming Expression for Shear-Strength Prediction of Squat Reinforced Concrete Walls with Boundary Elements40
Collapse-Resistant Performance of Long-Span Single-Layer Spatial Grid Structures Subjected to Equivalent Sudden Joint Loads40
Experimental Research on the Seismic Performance of Precast Concrete Frame with Replaceable Artificial Controllable Plastic Hinges39
Shear Resistance and Design of Infill Panels in Corrugated-Plate Shear Walls37
Top-Story Softening for Enhanced Mitigation of Vortex Shedding-Induced Vibrations in Wind-Excited Tuned Mass Damper Inerter-Equipped Tall Buildings37
Stub Column Behavior of Concrete-Filled Cold-Formed Steel Semi-Oval Sections36
Mixed-Mode Debonding Behavior between CFRP Plates and Concrete under Fatigue Loading36
Stub Column Behavior of Cold-Formed High-Strength Steel Circular Hollow Sections under Compression36
Assessment of RC Frame Capacity Subjected to a Loss of Corner Column36
Buffeting Analysis of Long-Span Bridges under Typhoon Winds with Time-Varying Spectra and Coherences35
Extreme Typhoon Wind Speed Mapping for Coastal Region of China: Geographically Weighted Regression–Based Circular Subregion Algorithm35
Cyclic Lateral Loading Behavior of Composite Plate Shear Walls/Concrete Filled35
Lattice Discrete Particle Model for the Simulation of Irregular Stone Masonry35
Probabilistic Framework for Evaluating Community Resilience: Integration of Risk Models and Agent-Based Simulation33
A Pilot Study on Cross-Laminated Bamboo and Timber Beams33
Wind-Induced Buffeting Vibration of Long-Span Bridge Considering Geometric and Aerodynamic Nonlinearity Based on Reduced-Order Modeling33
Axial Compressive Mechanical Behaviors of a Double-Layer Member32
Gradual Crushing of Steel Reinforced HPFRCC Beams: Experiments and Simulations31
Regional Seismic Risk Assessment of Infrastructure Systems through Machine Learning: Active Learning Approach31
Fatigue Performance of Bird-Beak SHS Gap K-Joints under Brace In-Plane Force31
Flexural Buckling of Wire Arc Additively Manufactured Tubular Columns31
Structural Crack Detection from Benchmark Data Sets Using Pruned Fully Convolutional Networks31
Comparative Study on Seismic Fragility Assessment of Self-Centering Energy-Absorbing Dual Rocking Core versus Buckling Restrained Braced Systems under Mainshock–Aftershock Sequences30
Self-Centering Rotational Joints for Seismic Resilient Steel Moment Resisting Frame30
Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Collapse Loading Protocols29
Seismic Performance of RC Beam–Column Joints Constructed with Engineered Cementitious Composites28
Data Set from Long-Term Wind and Acceleration Monitoring of the Hardanger Bridge28
Unified Theoretical Model for Axially Loaded Concrete-Filled Steel Tube Stub Columns with Different Cross-Sectional Shapes28
Adaptive Passive Negative Stiffness and Damping for Retrofit of Existing Tall Buildings with Tuned Mass Damper: TMD-NSD27
Prediction of Punching Shear Capacity for Fiber-Reinforced Concrete Slabs Using Neuro-Nomographs Constructed by Machine Learning27
Experimental and Nonlinear Analytical Studies on Prefabricated Timber–Concrete Composite Structures with Crossed Inclined Coach Screw Connections27
Probabilistic Machine-Learning Methods for Performance Prediction of Structure and Infrastructures through Natural Gradient Boosting27
Machine Learning for Enhanced Regional Seismic Risk Assessments27
Experimental Testing of a Low-Damage Post-Tensioned C-Shaped CLT Core-Wall27
Structural Size Optimization of Single and Built-Up Cold-Formed Steel Beam-Column Members26
Behavior and Design of Cold-Formed Steel Bolted Connections Subjected to Combined Actions26
Adaptive Stiffness Structures with Dampers: Seismic and Wind Response Reduction Using Passive Negative Stiffness and Inerter Systems26
Seismic Retrofit of Structures Using Hybrid Steel Slit–Viscoelastic Dampers26
Cyclic Behavior of Perfobond-Shear Connectors Subjected to Fully Reversed Cyclic Loading26
Integrated High-Performance Concrete Beams Reinforced with Hybrid BFRP and Steel Bars25
Machine Learning–Based Hysteretic Lateral Force-Displacement Models of Reinforced Concrete Columns25
Spatiotemporal Deep Learning for Bridge Response Forecasting25
Experimental Investigation on the Seismic Behavior of a New Self-Centering Shear Wall with Additional Friction25
Experimental and Numerical Investigations of Octagonal High-Strength Steel Tubular Stub Columns under Combined Compression and Bending25
Seismic Behavior of Balloon Frame CLT Shear Walls with Different Ledgers24
Experimental Study on Flexural Performance of HSS-UHPC Composite Beams with Perfobond Strip Connectors24
Equivalent Viscous Damping of Cross-Laminated Timber Structural Archetypes24
Methodology for Regional Multihazard Hurricane Damage and Risk Assessment24
Optimal Combined Seismic and Energy Efficiency Retrofitting for Existing Buildings in Italy24
Modal Identification of Civil Structures via Stochastic Subspace Algorithm with Monte Carlo–Based Stabilization Diagram24
Proposed Panel Zone Model for Seismic Design of Steel Moment-Resisting Frames23
Macroelement Model for the Progressive-Collapse Analysis of Infilled Frames23
Seismic Fragility Estimates for Cross-Laminated Timber Platform Building23
Innovative Computational Intelligence-Based Model for Vulnerability Assessment of RC Frames Subject to Seismic Sequence22
Self-Centering Bridge Bent with Stretch Length Anchors as a Tension-Only Hysteretic Hybrid System22
Tests of Cold-Formed Steel T-Joints with Semi-Oval Hollow Section Chord22
Flexural Behavior and Design of Ultrahigh-Performance Concrete Beams22
Evaluation of a Full-Scale Friction Spring-Based Self-Centering Damper Considering Cumulative Seismic Demand22
Experimental Hysteretic Behavior and Application of an Assembled Self-Centering Buckling-Restrained Brace22
Sparse Bayesian Identification of Temperature-Displacement Model for Performance Assessment and Early Warning of Bridge Bearings21
Shake-Table Experimental Testing and Performance of Topped and Untopped Cross-Laminated Timber Diaphragms21
Experimental Study on Cyclic Performance of a Damage-Free Brace with Self-Centering Connection21
Experimental and Numerical Investigations of S690 High-Strength Steel Welded I-Sections under Combined Compression and Bending21
Performance-Based Assessment and Structural Response of 20-Story SAC Building under Wind Hazards through Collapse20
Experimental and Numerical Investigations on the Rotation Capacity of High-Strength Steel Beams20
Tests and Micro–Macro Cross-Scale Model of High-Performance Acrylate Viscoelastic Dampers Used in Structural Resistance20
Simplified Nonlinear Simulation of Rectangular Concrete-Filled Steel Tubular Columns20
Experimental Testing and Analytical Modeling of Glulam Moment Connections with Self-Drilling Dowels20
Seismic Debris Field for Collapsed RC Moment Resisting Frame Buildings20
Advancing the Design of Resilient and Sustainable Buildings: An Integrated Life-Cycle Analysis20
Identification of Vortex-Induced Vibration of Tall Building Pinnacle Using Cluster Analysis for Fatigue Evaluation: Application to Burj Khalifa19
Load-Effect Separation of a Large-Span Prestressed Structure Based on an Enhanced EEMD-ICA Methodology19
Predicting Flexural Capacity of Ultrahigh-Performance Concrete Beams: Machine Learning–Based Approach19
Structural Response and Residual Capacity of S700 High-Strength Steel CHS Columns after Exposure to Elevated Temperatures19
Seismic Performance of a Full-Scale Two-Story Bolt-Connected Precast Concrete Composite Wall Panel Building Tested on a Shake Table19
Experimental Investigation on Self-Centering Steel-Timber Hybrid Beam-Column Connections18
A Procedure for Assessing Low-Cycle Fatigue Life of Buckling-Restrained Braces18
A Novel Shear Strength Prediction Approach for Headed Shear Studs Embedded in Ultrahigh-Performance Concrete18
Data-Driven Models for Predicting the Shear Strength of Rectangular and Circular Reinforced Concrete Columns18
Robustness Assessment of Reinforced Concrete Frames under Progressive Collapse Hazards: Novel Risk-Based Framework18
Probabilistic Assessment of a Light-Timber Frame Shear Wall with Variable Pinching under Repeated Earthquakes18
Experimental Cyclic Response of a Novel Friction Connection for Seismic Retrofitting of RC Buildings with CLT Panels18
Assessment of Fatigue Life for Corroded Prestressed Concrete Beams Subjected to High-Cycle Fatigue Loading18
Experimental Investigations on the Lateral Cyclic Response of Post-Tensioned Rocking Steel Bridge Piers18
Mechanical Performance of Circular Ultrahigh-Performance Concrete–Filled Double Skin High-Strength Steel Tubular Stub Columns under Axial Compression17
Seismic Performance of Concrete Columns Reinforced with Weakly Bonded Ultrahigh-Strength Longitudinal Bars17
Experimental and Numerical Studies on Fe–Mn–Si Alloy Dampers for Enhanced Low-Cycle Fatigue Resistance17
Inelastic Performance of High-Rise Buildings to Simultaneous Actions of Alongwind and Crosswind Loads17
Automated Crack Detection and Damage Index Calculation for RC Structures Using Image Analysis and Fractal Dimension17
Effects of Steel Braces on Robustness of Steel Frames against Progressive Collapse17
Axial Capacity of Back-to-Back Built-Up Aluminum Alloy Channel Section Columns17
Seismic Behavior of Double Activation Self-Centering Brace and Braced Structures17
Monitoring the Modal Properties of an RC School Building during the 2016 Central Italy Seismic Swarm17
Shear Behavior of Ultrahigh-Performance Concrete Pretensioned Bridge Girders17
System Identification of UCSD-NHERI Shake-Table Test of Two-Story Structure with Cross-Laminated Timber Rocking Walls17
Damping Ratios of the First Mode for the Seismic Analysis of Buildings17
ColumnsNet: Neural Network Model for Constructing Interaction Diagrams and Slenderness Limit for FRP-RC Columns17
Shaking-Table Test on a Two-Story Timber-Framed Masonry Structure Retrofitted with Ultra-High Ductile Concrete17
Behavior and Modeling of Glulam Beams with Bolted Connections Subjected to Shock Tube–Simulated Blast Loads17
Inverse Analysis of R-UHPFRC Beams to Determine the Flexural Response under Service Loading and at Ultimate Resistance16
Fundamental Behavior of Timber Concrete-Composite Floors in Fire16
Cross-Sectional Behavior of Aluminum Alloy Channel Section Stub Columns after Exposure to Fire16
Eddy-Current Tuned Mass Dampers for Mitigation of Wind-Induced Response of the Noor III Solar Tower: Design, Installation, and Validation16
Performance-Based Wind Design of High-Rise Buildings Using Generated Time-History Wind Loads16
Shear Performance of Tapered Beams with Concrete Flanges and Corrugated Steel Webs: Theory, Experiments, and Numerical Simulations16
Compression-Bending Strength Model for Corrugated Steel Tube Confined Reinforced Concrete Section16
A Novel Hybrid Self-Centering Piston-Based Bracing Fitted with SMA Bars and Friction Springs: Analytical Study and Seismic Simulation16
Multipoint Synchronous Monitoring of Cladding Pressures on a 600-m-High Skyscraper during Super Typhoon Mangkhut 201816
Experimental and Analytical Studies on the Horizontal Behavior of Elastomeric Bearings under Support Rotation16
Seismic Strengthening of Concrete Columns by Ultrahigh-Performance Fiber-Reinforced Concrete Jacketing16
Modeling Nonlinear-Inelastic Seismic Response of Tall Buildings with Soil–Structure Interaction16
Full-Range Behavior of Top-and-Seat Angle Connections16
Quantifying the Ductility-Related Force Modification Factor for 10-Story Timber–RC Hybrid Building Using FEMA P695 Procedure and Considering the 2015 NBC Seismic Hazard16
Simplified Predictive Expressions of Drift Limit States for Reinforced Concrete Circular Bridge Columns16
Seismic Retrofit Assessment of a School Building through Operational Modal Analysis and f.e. Modeling16
Plastic Hinge Model for Performance-Based Design of Beam-Column Joints15
Effect of Wetting and Redrying on Performance of Cross-Laminated Timber Angle Bracket Connection15
Structural Performance of the Esfahan Shah Mosque15
Response Prediction to Walking-Induced Vibrations of a Long-Span Timber Floor15
High-Dimensional Reliability Analysis with Error-Guided Active-Learning Probabilistic Support Vector Machine: Application to Wind-Reliability Analysis of Transmission Towers15
Experimental and Computational Evaluation of the Ductility of UHPC Beams with Low Steel-Reinforcement Ratios15
Progressive Collapse of 3D Composite Floor Systems with Rigid Connections under External Column Removal Scenarios15
Nonlinear Analysis of Shear-Deficient Beams Strengthened Using UHPFRC under Combined Impact and Blast Loads15
Robustness of Post-Tensioned Concrete Beam-Column Subassemblies under Various Column Removal Scenarios15
Shake-Table Tests and Numerical Analysis of Steel Frames with Self-Centering Viscous-Hysteretic Devices under the Mainshock–Aftershock Sequences15
Behavior, Failure, and Direct Strength Method Design of Steel Angle Columns: Geometrical Simplicity versus Structural Complexity15
Influence of Architectural Facades on Wind Pressures and Aerodynamic Forces of Tall Buildings15
Stability Design of Stainless Steel Structures15
Modal Strain Energy-Based Model Updating Method for Damage Identification on Beam-Like Structures15
Fire-Resistance Mechanism and Residual Bearing Capacity of Prestressed Concrete Beams after Fire Exposure15
Cyclic Response of Precast, Hollow Bridge Columns with Postpour Section and Socket Connection15
Development of Timber Buckling Restrained Brace for Mass Timber-Braced Frames14
Radiata Pine and Douglas Fir Timber Steel Encased Columns Subjected to Concentric and Eccentric Loading14
Analysis of Plane-Stress Systems via Total Potential Optimization Method Considering Nonlinear Behavior14
Effect of Fire Damage on Seismic Behavior of Cast-in-Place Reinforced Concrete Columns14
Development and Experimental Verification of Self-Centering Haunched Plug-In Modular Connections14
Structural Behavior of Steel-Plate Girders in Shear: Experimental Study and Review of Current Design Principles14
High-Fidelity Finite Element Modeling of Wood-Sheathed Cold-Formed Steel Shear Walls14
City-Scale Typhoon Hazard Analysis and Field Monitoring of Wind Effects on Skyscrapers during Super Typhoon Mangkhut14
Effects of Corrosion on Stress–Strain Behavior of Confined Concrete14
Static Load Test on the Progressive Collapse Resistance of Precast Concrete Frame Substructure during and after High Temperature14
Pinching-Free Connector for Timber Structures14
Impact of a Fifty-Year-Recurrence Super Typhoon on Skyscrapers in Hong Kong: Large-Scale Field Monitoring Study14
Energy-Absorbing Connection for Heavy-Timber Assemblies Subjected to Blast Loads–Concept Development and Application14
Influence of Axial Compression Ratio on the Seismic Performance of Precast Columns with Grouted Sleeve Connections14
Self-Centering Energy-Dissipative Restrainers Incorporating SMA Ring Springs14
Behavior of Steel Moment Frames Using Top-and-Seat Angle Connections under Various Column-Removal Scenarios14
Cyclic Test on a Full-Scale Unreinforced Masonry Building Repaired with Steel Fiber-Reinforced Mortar Coating14
Parametrized Wind–Surge–Wave Fragility Functions for Wood Utility Poles14
Dynamic Responses of RC Columns under Axial Load and Lateral Impact13
Net Section Failure of S690 High-Strength Steel Angle-to-Plate Connections13
Determination of Individual Building Performance Targets to Achieve Community-Level Social and Economic Resilience Metrics13
Mapping of Temperature-Induced Response Increments for Monitoring Long-Span Steel Truss Arch Bridges Based on Machine Learning13
Comparative Study on Cold-Formed Steel Single-Stud and Multiple-Studs Wall Panels with Magnesium Oxide Sheathing under Axial Loading: Experimental and Analytical13
Beam-Column Tests of Cold-Formed Steel Built-Up Closed Sections13
Lap Joint Reinforcement for 3D Concrete Printing13
Seismic Behavior and Design of Concrete-Filled Thin-Walled Steel Tube Column-to-Foundation Connections13
CLT Shear Walls Anchored with Shear-Tension Angle Brackets: Experimental Tests and Finite-Element Modeling13
Experimental Investigation of the Seismic Behavior of Low-Yield-Point Corrugated Steel Plate Dampers13
MTMDI for Mitigating Wind-Induced Responses of Linked High-Rise Buildings13
Time-Dependent Behavior of Reinforced Concrete Columns Subjected to High Sustained Loads13
Modeling Nonstationary Non-Gaussian Hurricane Wind Velocity and Gust Factor13
Enhanced Strategies for Seismic Resilient Posttensioned Reinforced Concrete Bridge Piers: Experimental Tests and Numerical Simulations13
Potential Loss in Prestressing Tendon Forces under Long-Term Service Conditions: Cross-Laminated Timber Shear Wall Applications13
Development of an Innovative Boltless Connection for Multistory Modular Buildings13
Genetic Algorithm Supported by Influence Lines and a Neural Network for Bridge Health Monitoring12
Probabilistic Seismic Demand Models and Life-Cycle Fragility Estimates for High-Rise Buildings12
Seismic Performance of Three-Story Cross-Laminated Timber Structures in Japan12
Experimental Investigation of Axial Load and Detailing Effects on the Inelastic Response of Reinforced-Concrete Masonry Structural Walls with Boundary Elements12
Flexural Behavior of High-Strength Rectangular Concrete-Filled Steel Tube Members12
Prescriptive Seismic Design Procedure for Post-Tensioned Mass Timber Rocking Walls12
Material Property Uncertainties versus Joint Structural Detailing: Relative Effect on the Seismic Fragility of Reinforced Concrete Frames12
Using DEM to Investigate Boundary Conditions for Rocking URM Facades Subjected to Earthquake Motion12
Lumped Parameter Model for Liquid Sloshing in a Cylindrical Tank Equipped with Multiple Annular Baffles12
Optimized Seismic Design of Passively Damped Outriggers Considering Perimeter Column Flexibility12
Dynamic Characterization of Timber Floor Subassemblies: Sensitivity Analysis and Modeling Issues12
Monitoring Reinforced Concrete Cracking Behavior under Uniaxial Tension Using Distributed Fiber-Optic Sensing Technology12
Reference-Free Dynamic Distributed Monitoring of Damage in Multispan Bridges12
Seismic Performance of Welded Stainless Steel H-Section Columns under Cyclic Horizontal Loading12
Development of Mechanical Strengthening System for Bridge Connections Using Prestressed CFRP Rods11
Structural Damping Ratio Identification through Iterative Frequency Domain Decomposition11
In-Plane Shear Cyclic Performance of Spline Cross-Laminated Timber-Concrete Composite Diaphragms11
Capacity Design of Coupled Composite Plate Shear Wall–Concrete-Filled System11
Development of a Novel V-D Strut Model for Seismic Analysis of Confined Masonry Buildings11
Time-Dependent Risk Assessment of a Containment Building Subjected to Mainshock-Aftershock Seismic Sequences11
Machine Learning–Based Seismic Reliability Assessment of Bridge Networks11
Stochastic Modeling of Deterioration and Time-Variant Performance of Reinforced Concrete Structures under Joint Effects of Earthquakes, Corrosion, and ASR11
Experimental Study on the Fire-Induced Collapse of Single-Layer Aluminum Alloy Reticulated Shells with Gusset Joints11
Seismic Performance of Exposed Column–Base Plate Connections with Ductile Anchor Rods11
Behavior of Nuclear RC Shear Walls Designed for Similar Lateral Strengths Using Normal-Strength versus High-Strength Materials11
Risk-Based Design of Regular Plane Frames Subject to Damage by Abnormal Events: A Conceptual Study11
Shaking Table Test on 1/2-Scale Model of Column-and-Tie Timber Structure Filled with Wooden Walls11
Model Type Effects on the Estimated Seismic Response of a 20-Story Steel Moment Resisting Frame11
Wind Interference Effects from One High-Rise Building and Similar Low-Rise Flat-Roof Buildings11
Modeling of Lead Rubber Bearings under Large Cyclic Material Strains11
Time-to-Functionality Fragilities for Performance Assessment of Buildings11
An Experimental Study on Enhancing Progressive Collapse Resistance Using a Steel Fiber–Reinforced Concrete Frame11
Seismic Damage Assessment and Shaking-Table Test Validation of Midrise Cold-Formed Steel Composite Shear Wall Buildings11
Nonlinear Finite-Element Analysis of the Seismic Behavior of RC Column–Steel Beam Connections with Shear Failure Mode11
Topology-Finding of Tensegrity Structures Considering Global Stability Condition11
Experimental Performance of a Full-Scale Spatial RC Frame with Buckling-Restrained Braces Subjected to Bidirectional Loading11
Experimental Study on the Behavior of a Novel Stiffened Hexagonal CFDST Stub Column under Axial Load11
Lateral Resistant Behavior of Grid-Reinforced Steel Corrugated Shear Walls11
Seismic Performance of High-Performance Fiber-Reinforced Cement-Based Composite Structural Members: A Review11
New SEI/ASCE Disproportionate Collapse Mitigation Standard11
Multiobjective Optimization of Building Seismic Design for Resilience10
Twenty Years of Advances in Disproportionate Collapse Research and Best Practices since 9/11/200110
Seismic Performance Comparison of Hybrid, Isolation, and Damping Control Structures through 1/2-Scale Shaking Table Tests Based on Chinese Standard10
Data-Based Windstorm Type Identification Algorithm and Extreme Wind Speed Prediction10
Capacity and Failure-Mode Prediction of Mass Timber Panel–Concrete Composite Floor System with Mechanical Connectors10
Experimental and Analytical Study on Progressive Collapse of 3D Composite Floor System under Corner Column Loss10
Behavior of High-Strength and Ultrahigh-Performance Concrete Targets Subjected to Relatively Rigid Projectile Impact10
Risk-Based Optimal Design of Seismic Protective Devices for a Multicomponent Bridge System Using Parameterized Annual Repair Cost Ratio10
Characteristics and Vertical Profiles of Mean Wind and Turbulence for Typhoon, Monsoon, and Thunderstorm Winds10
Bond–Slip Models for Corroded RC Members Exposed to Fire10
Normalized Residual Displacements for Bilinear and Pinching Oscillators10
Experimental Database for Steel Flush End-Plate Connections10
Component-Level Seismic Performance Assessment of Instrumented Super High-Rise Buildings under Bidirectional Long-Period Ground Motions10
Mechanics of Shear Failure in Fiber-Reinforced Concrete Beams10
Bayesian Model Updating for Structural Dynamic Applications Combing Differential Evolution Adaptive Metropolis and Kriging Model10
Comprehensive Investigations of the Effect of Bolt Tightness on Axial Behavior of a MERO Joint System: Experimental, FEM, and Soft Computing Approaches10
Experimental and Analytical Study on the Compressive Arch Action of Precast Concrete Assemblies with Monolithic Connections to Resist Progressive Collapse10
Incorporating Frame Action into Seismic Design of Gusset Plates10
Axial Compressive Behavior of Thin-Walled Concrete-Filled Double-Skin Steel Tubular Stub Columns with Connecting Strips10
Fragility Curves and Methodology for Estimating Postearthquake Occupancy of Wood-Frame Single-Family Houses on a Regional Scale10
Seismic Behavior and Design Approach of Variable-Damping Self-Centering Braced Frame10
Response of Structures to Bidirectional Seismic Loading: Research Progress and Future Directions10
0.054644107818604