Journal of Structural Engineering

Papers
(The TQCC of Journal of Structural Engineering is 9. 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
Hidden Toe Welds in RHS-to-RHS Overlapped K-Connections283
Reviewers234
Out-of-Plane Behavior of Masonry Infills of Different Types and Slenderness Ratios under Reversed Cyclic Loading111
Experimental Study of Hollow Concrete-Filled Circular Steel Tubular Beam Column Connected by Thread through Inside Lining Tube96
Bonding Time and Prestress Loss in Precast Pretensioned Concrete during Steam Curing74
Design of Tuned Mass Damper Fluid Inerter for Wind-Induced Vibration Control of a Tall Building73
Collapse Behavior of Unequal-Span Multistory Composite Frames under the Scenario of Removing an Internal Column68
Design of Cold-Formed Steel Built-Up Back-to-Back Columns Subject to Local-Flexural Interactive Buckling67
Experimental Program on Behavior of Concrete-Filled Steel Deck Composite Diaphragms61
Lateral Performance of Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls: Experimental Tests and Analytical Modeling60
Numerical Investigation of High-Strength Steel and Ultrahigh-Performance Concrete for Ductile Rectangular Hollow Columns60
Double-HSS Seismic Resistant Beam-to-Column Moment Connections58
Bayesian Joint State-Parameter-Input Estimation of Flexible-Base Buildings from Sparse Measurements Using Timoshenko Beam Models52
Earthquake and Postearthquake Fire Testing of a Midrise Cold-Formed Steel-Framed Building. II: Shear Wall Behavior and Design Implications51
Softened Strut-and-Tie Model for Shear and Flexural Strengths of Reinforced Concrete Pile Caps51
Practical Approach to Digitally Simulate Nonsynoptic Wind Velocity Profiles and Its Implications on the Response of Monopole Towers50
Effect of Seismic Isolation on Fragility of Bridges with Scoured Foundations46
Treatment of Warping Deformation of Curved I-Beams for Out-of-Plane Deformational Analysis by Straight-Element Approach46
Research on Collapse Mechanism and Failure Criterion of Superlarge Cooling Tower under Downburst Effect45
Parametrized Wind–Surge–Wave Fragility Functions for Wood Utility Poles44
Rotation Capacity of I-Shaped Beam Failed by Local Buckling in Buckling-Restrained Braced Frames with Rigid Beam-Column Connections43
Shear Behavior of Ultrahigh-Performance Concrete Pretensioned Bridge Girders41
Fe-SMA–Based Shear Panel Damper: Solution Treatment, Design, and Seismic Performance40
Self-Centering Rotational Joints for Seismic Resilient Steel Moment Resisting Frame38
Toward Consistent Prediction of Web-Shear Capacity for Hollow-Core Slabs Using Strut-and-Tie Models38
A Novel Model for Shear Strength Prediction of a Steel–UHPC Composite Structure Considering Interface Friction38
Postearthquake Function Level Evaluation of Railway Station Considering the Seismic Fragility of the Station Signal Equipment37
Symbolic Deep Learning for Structural System Identification37
Small-Scale Physical Modeling of Reinforced Concrete Joints Using Additively Manufactured Reinforcement37
Seismic Behavior of a Concrete Rocking Wall with Controllable SMA Dampers: Concept and Experimental Evaluation36
Evaluation and Enhancement of Robustness for Reinforced Concrete Buildings36
Subduction and Shallow Earthquake Demand on Coupled Composite Plate Shear Wall–Concrete-Filled System36
Stiffness of Rubber Bearings Considering Nonstandard Top and Bottom Boundary Conditions36
Hysteretic Behavior of Self-Centering Shear Wall Incorporating Superelastic Shape Memory Alloy Bars and Engineered Cementitious Composites Subjected to Cyclic Loading36
Erratum for “Dynamic Response of RC Elements Subjected to Combined Loading of Blast and Fragments” by Hezi Y. Grisaro and Avraham N. Dancygier36
In-Plane Shear Cyclic Performance of Spline Cross-Laminated Timber-Concrete Composite Diaphragms35
Slender RC Columns Strengthened with a Novel Hybrid Strengthening System of External Longitudinal and Transverse FRPs35
Effect of Rotational Base Stiffness on the Behavior of Load-Bearing Masonry Walls34
Stability of Members and Connections in Cold-Formed and Hot Rolled Steel Structures34
Punching Shear Strength Model for Reinforced Concrete Flat Slabs with Openings34
Using DEM to Investigate Boundary Conditions for Rocking URM Facades Subjected to Earthquake Motion34
Modeling Crushed Concrete Depth and Its Impact on Anchors Shear Capacities33
Adaptive Experimental Design of Real-Time Hybrid Simulation for Parameter Calibration of Rate-Dependent Devices toward Optimal Response Prediction31
Response Characteristics of Gabion Wall under Large TNT-Equivalent Explosives31
Experiments and Analysis of Unstiffened Eight-Bolt End-Plate Moment Connections for Seismic Applications31
Lattice Discrete Particle Model for the Simulation of Irregular Stone Masonry31
Performance-Based Design of Posttensioned Cross-Laminated Timber and Light-Frame Wood Shear Wall Hybrid System30
Machine Learning Models Applied to a GNSS Sensor Network for Automated Bridge Anomaly Detection30
Cyclic Testing of Lap-Spliced Columns Retrofitted with UHPC-Cover Replacement30
Seismic Collapse Risk Assessment of Low-Aspect-Ratio Reinforced Concrete Shear Walls Using the FEMA P695 Methodology30
Equivalent Viscous Damping for Dual Frame-Wall Resilient System28
Optimum Design of Pendulum Tuned Mass Dampers Considering Control Performance Degradation from Damper Connection28
Cyclic In-Plane Shear Behavior of Composite Plate Shear Walls-Concrete Encased28
A Macromechanical Constitutive Model for Rebar Buckling27
Investigation of Corroded Bond-Slip Effects for Corroded RC Columns27
Seismic Response Comparison of Full-Scale Moment-Resisting Timber Frame and Joint Test Result26
Risk-Based Design of Regular Plane Frames Subject to Damage by Abnormal Events: A Conceptual Study26
Experimental Hysteretic Behavior and Application of an Assembled Self-Centering Buckling-Restrained Brace26
Simplified Nonlinear Damping Force Formula for Rotary Eddy Current Dampers and Comparative Hazard Analysis under Seismic Excitation with Fluid Viscous Dampers26
Seismic Performance of Steel Frame Structures with Novel Self-Centering Beams: Shaking-Table Tests and Numerical Analysis26
Probabilistic Machine-Learning Methods for Performance Prediction of Structure and Infrastructures through Natural Gradient Boosting26
Seismic Behavior and Design Approach of Variable-Damping Self-Centering Braced Frame25
Cyclic Loading Test for Beam–Column Joints of Precast Concrete Beam and Concrete-Encased Steel Angle Column25
Development of a Novel Anchorage System for Shape Memory Alloy Bars in Self-Centering Structures25
Forced-Vibration Tests of a Reinforced Concrete Four-Story Building Structure25
Strut-and-Tie Model for Predicting the Shear Strength of Exterior Beam-Column Joints without Transverse Reinforcement25
Development of a Flexural Yielding Energy Dissipation Device for Controlled Rocking Systems24
Simplified Predictive Expressions of Drift Limit States for Reinforced Concrete Circular Bridge Columns24
A Novel Shear Strength Prediction Approach for Headed Shear Studs Embedded in Ultrahigh-Performance Concrete24
Experimental Behavior of RC Interfaces between Concretes Cast at Different Times Subjected to Cyclic Actions23
MDOF Modeling and Blast Dynamic Behavior of Curtain Wall with Variable Damping Approach23
An Analytical Method to Reproduce Seismic Behavior of a Two-Story Cross-Laminated Timber Building at Large Deformation23
A Horizontal Stiffener Detailing for Shear Links at the Link-to-Column Connection in Eccentrically Braced Frames23
Postfire Residual Capacities of Aluminum Alloy Unequal-Leg Angle Sections23
Strength and Behavior of Spruce Pine Glulam Timber Moment Connections Using Glued-In Steel Rods22
Reproducibility in Journal of Structural Engineering Papers22
Life-Cycle Typhoon Risk Analysis for Roofs of Low-Rise Buildings Based on the Extremum Probability Density Evolution Method22
Experimental Investigation of the Inelastic Cyclic Behavior of Concrete-Filled Double-Skin Tubular Beam-Columns with Corrugated Inner Skins and Ultrahigh-Strength Corner Tubes22
Numerical Simulation and Parametric Analysis of Posttensioned C-Shaped CLT Shear Walls22
Fragility-Based Optimal Design of Friction Pendulum Bearings in Seismically Isolated Liquid-Storage Tanks22
Test, Analysis, and Seismic Design Approach of RC Infill Walls Isolated by PVC Tubes in Coupled Shear Wall Systems22
Uncoupled Ductile Fracture Models for Grade 8.8S Steel Bolts Considering Different Stress States and Elevated Temperatures22
Peak Sliding Displacements of Sliding Base Structures Subjected to Earthquake Excitation22
Equivalent Dynamic Load Factor for Crowd Walking Loads21
Cross-Sectional Behavior of Austenitic Stainless Steel Welded I-Sections under Major-Axis Combined Loading21
Development and Experimental Validation of Dissipative Embedded Column Base Connections for Enhanced Seismic Performance of Steel Moment-Resisting Frames21
Design Considerations for Distortional Lateral Buckling21
Probabilistic-Based Approach for Evaluating the Thermal Response of Concrete Slabs under Fire Loading21
Seismic Performance of a Full-Scale Two-Story Bolt-Connected Precast Concrete Composite Wall Panel Building Tested on a Shake Table21
Experimental Investigation of the Structural Response of a Steel-Framed Building Subjected to Traveling Fire21
Development of a Dataset from Shaking Table Tests of a Bridge System with Precast Reinforced Concrete Columns Equipped with Springs21
Structural Functionality Evaluation Based on Natural Frequency Measurement20
Machine Learning for Enhanced Regional Seismic Risk Assessments20
Analytical Model for Out-of-Plane Behavior of Steel-Plate Composite Wall-to-Wall L-Joints20
Seismic Pounding Effects of Typical Midrise Reinforced Concrete Structures Subjected to Soil–Structure Interaction Effects20
Cyclic Tension–Compression Behaviors of Large-Dimensional Superelastic Shape Memory Alloy Buckling-Restrained Plates20
Estimation of Fatigue Parameters and Life Prediction for Orthotropic Steel Deck Based on Reverse Markov Theory20
Economical Weld Details and Design for Continuity and Doubler Plates in Steel Special Moment Frames20
An Investigation of Climate Change Effects on Design Wind Speeds along the US East and Gulf Coasts19
Experimental Investigation of the Shear Resistance Mechanism on Hybrid NSC-UHPC Predamaged and Undamaged Unidirectional Bridge Slabs19
Erratum for “Collapse Resistance of Reinforced Concrete Frame Beams under Sustained Loads”19
Beyond Development: Challenges in Deploying Machine-Learning Models for Structural Engineering Applications19
Rotation Capacity of I-Shaped Beams with Concrete Slab in Buckling-Restrained Braced Frames19
Robustness Assessment of Reinforced Concrete Frames under Progressive Collapse Hazards: Novel Risk-Based Framework19
Buffeting and Self-Excited Load Measurements to Evaluate Ice and Dry Galloping of Yawed Power Transmission Lines18
Fire Testing of Glue-Laminated Beam-to-Column Connections18
Crack Width Analyses of 50-Story Reinforced Concrete Building by Parallelized Discrete-Like Crack Model18
A Novel Methodology for Inspection and Strength Evaluation of Suspension Bridge Main Cables18
Optimization Analysis of Asymmetric Outrigger-Braced Structures with the Influence of Core-Wall Width18
New SEI/ASCE Disproportionate Collapse Mitigation Standard18
Methodology for Interdependent Population–Building–Infrastructure Posthazard Functionality Assessment for Communities18
Self-Centering Energy-Dissipative Restrainers Incorporating SMA Ring Springs18
Multipoint Synchronous Monitoring of Cladding Pressures on a 600-m-High Skyscraper during Super Typhoon Mangkhut 201818
Early Warning Method of Structural Damage Using Localized Frequency Cointegration under Changing Environments18
Experimental and Numerical Analysis of Prestressed Prefabricated Self-Centering IMS Composite Frame Joints18
Seismic Vulnerability of Reinforced Concrete Frame Structures: Obtaining Plan or Vertical Mass Irregularity from Structure Use Change18
An Adaptive Section Discretization Scheme for the Nonlinear Dynamic Analysis of Steel Frames18
Tests on Cold-Formed Steel Laced Stub Columns: Axial Strength and Stability Characteristics18
Aerostatic Performance Improvement Based on a Novel Aerodynamic Countermeasure: Simulation and Wind Tunnel Test17
Real-Time Aeroelastic Hybrid Simulation Method for a Flexible Bridge Deck Section Model17
Tightening Procedures for Proper Installation of Anchor Rods in Ancillary Structures17
Design Ground Snow Loads: Historical Perspective and State of the Art17
Finite-Element Validation of U-Shaped Flexural Plates Integrated into a Novel Brace Dissipator17
Simplified Mechanics-Based Approach for the Seismic Assessment of Corroded Reinforced Concrete Structures17
On the Gaussian and Non-Gaussian Characteristics of Nonstationary Seismic Ground Motions17
Time-Dependent Behavior of Reinforced Concrete Columns Subjected to High Sustained Loads17
Theoretical Building Height Limits of Balloon Mass Timber Shear Wall Systems16
Ductile Fracture Prediction Framework of Low Yield Point Steel LYP225 under Monotonic Loading: Experiment and Simulation16
Unified Theoretical Model for Axially Loaded Concrete-Filled Steel Tube Stub Columns with Different Cross-Sectional Shapes16
Extreme Typhoon Wind Speed Mapping for Coastal Region of China: Geographically Weighted Regression–Based Circular Subregion Algorithm16
An Experimental Study on Enhancing Progressive Collapse Resistance Using a Steel Fiber–Reinforced Concrete Frame16
Influence of Stiffness and Damping Parameters of Passive Seismic Control Devices in One-Sided Rocking of Masonry Walls16
Experimental Investigation of Cross-Laminated Timber Connections with Glued-In Rods under Monotonic and Cyclic Loading16
Seismic Retrofit of Reinforced Concrete Moment Frame Using a BRB with U-Plate Connections16
Understanding Flexibility Effects in the Interaction of Light-Frame Wood Structures with Wave Action15
ANCF Multiplicative-Decomposition Thermoelastic Approach for Arbitrary Geometry15
An Automatic Modal Identification Framework for Civil Structures Based on Deep Learning and Frequency-Damping Heatmaps15
Postfire Seismic Responses of High-Strength RC Columns: Experiments and Simulations15
Stiffness Modifiers to Support the Seismic Design of Reinforced Concrete Rectangular Columns15
Twenty Years of Advances in Disproportionate Collapse Research and Best Practices since 9/11/200115
Experimental and Numerical Study of Press-Braked S690 High-Strength Steel Channel–Section Columns Failing by Minor-Axis Flexural Buckling15
Assessment of End Tower Response to Downburst Wind Loads: Experimental and Numerical Studies15
In-Plane Stability Analysis of Circular Box Arches with Sinusoidal Corrugated Webs15
Topology Optimization-Based Reinforced Concrete Beams: Design and Experiment14
Development of Enhanced Seismic Compactness Requirements for Webs in Wide-Flange Steel Columns14
Bayesian Model Updating for Structural Dynamic Applications Combing Differential Evolution Adaptive Metropolis and Kriging Model14
Erratum for “Strength of Bolted Lap Joints in Steel Sheets with Small End Distance” by Chu Ding, Shahabeddin Torabian, and Benjamin W. Schafer14
Manual Estimation of Elastic Lateral-Torsional Buckling Resistance of Linearly Tapered I-Section Members14
Spontaneous Collapse Mechanism of World Trade Center Twin Towers and Progressive Collapse in General14
Probabilistic Gust Factor Model of Typhoon Winds14
Blast Testing of a Cold-Formed Steel-Framed Building with a Roof Truss System: I. Design, Characterization of Blast Pressures, and System-Level Response14
Reinforced Concrete Buckling-Restrained Braced Frame with Structural Fuse Detailed for Seismic Loading14
Bending Properties and Lateral Resistance of Historic Timber Foundation Piles in Amsterdam, Netherlands14
Erratum for “Development of Nailed Wood Joint Element in ABAQUS” by Jian Xu and J. Daniel Dolan14
Ultraductile Bar with Bioinspired Helical Strands14
Shear Strength and Crack Width Control of Concrete Beams with High-Strength Shear Reinforcement14
Experimental Study of Seismic Performance of an Innovative Low-Damage Self-Centering Composite Steel Plate Shear Wall14
Time-Dependent Compressive Arch Action Capacity of Reinforced Concrete Frame Beams Resisting Progressive Collapse14
Challenges in GPU-Accelerated Nonlinear Dynamic Analysis for Structural Systems14
Erratum for “Full-Scale Seismic Performance Testing of a Predamaged Two-Story Traditional Timber Frame on a Slope Reinforced Using Viscoelastic Dampers”14
ColumnsNet: Neural Network Model for Constructing Interaction Diagrams and Slenderness Limit for FRP-RC Columns14
Analytical Modeling and Design Resistance of Axially Loaded CHS XX Joints14
Dynamic Hardening Behavior and Ductile Fracture of High-Strength Steel at Intermediate Strain Rates14
Additional Shear Strength of RC Beams due to Compression Reinforcement14
Reinforced Concrete Beams Strengthened in Flexure with Near-Surface Mounted 7075 Aluminum Alloy Bars13
ASCE 7-22 Wind Speed Profiles and Velocity Pressure Exposure Coefficients for Structural Design13
Structural Performance of Cold-Formed Steel Unstiffened and Edge-Stiffened Channel Section Beams13
Mechanical Behavior of Timber Joints with Laterally Loaded Multiple Densified Wood Dowels under the Loading Parallel to the Grain13
Model to Assess the Seismic Response of Shear-Critical Rectangular Columns13
Classification and Identification of Buckling Modes of Steel Columns under Cyclic Loading13
Flexural Behavior of Noncompact and Slender Concrete-Filled U-Section Beams under Negative Bending13
Development of Aseismic Column with Self-Centering Capacity Only during Restoration13
Damage Detection and Localization in a Full-Scale Slice of a Seven-Story Shear Wall Building Tested on the UCSD-NEES Shake Table13
Experimental Study of the Two-Way Mechanical Behavior of Tightly Spliced Prestressed Reinforced Concrete Laminated Slab13
Experimental Investigation of Damage and Failure Modes in Stirrupless Reinforced Concrete Beams under Varied Thermal-Mechanical Loadings13
Shake Table Testing and Modeling of New Zealand Light-Frame Wood Buildings13
Mechanics Based Numerical Modeling of Floor-Anchored Nonstructural Components13
Optimization-Based Analysis of Diagonal Tension Failure of Reinforced Concrete Dapped-End Beams13
Shear Capacity of Cold-Formed Steel Channels with Edge-Stiffened Web Holes, Unstiffened Web Holes, and Plain Webs13
Collapse Resistance of Reinforced Concrete Frame Beams under Sustained Loads12
A Collapse Mechanics-Based Criterion for the Optimal Proportioning of Steel Moment Frames Subjected to Earthquakes12
New Design Approach to High-Strength Steel Staggered-Hole Bolted Connections Failing in Block Shear12
Design-Oriented Energy Capacity Spectrum Method for Seismic Performance Control of Precast Concrete Structures with Semirigid Connections12
Plastic Buckling-Straightening Fatigue Life of Large Diameter Reinforcing Steel Bars12
Stress-Softening Behavior of High-Damping Rubber Bearings at Low Temperatures12
Wind Interference Effects from One High-Rise Building and Similar Low-Rise Flat-Roof Buildings12
Nonlinear Wind Tunnel Tests of Cable-Supported Bridges12
Cyclic Response of Composite Steel Gravity Framing Connections in Multibay System-Level Tests12
Seismic Behavior of Rectangular Reinforced Concrete Walls Prone to Out-of-Plane Shear-Axial Failure under Bidirectional Loading12
Development of Circular Multicell Double-Skin Tubular Columns: Testing and Improved Axial Performance12
Numerical and Experimental Assessment of an Improved Design Detail for Partially Grouted Reinforced Masonry Wall Structures12
Experimental Investigation of Steel Beams with Mechanically Reduced Sections Strengthened with Basalt Fiber–Reinforced Polymers12
Implementation of Cold-Formed Steel Stress–Strain Relationships Using Limited Available Material Parameters12
Nonlinear Dynamic Response of Single-Degree-of-Freedom Systems Subjected to Along-Wind Loads. I: Parametric Study12
Novel Fatigue-Damage Sensor for Prediction of Remaining Fatigue Lifetime of Mechanical Components and Structures12
Rapid Controller Generation for Vibration Suppression of Structures Using Direct Excitation with Machine Learning12
Life-Cycle Assessment of Long-Span Bridge’s Wind Resistant Performance Considering Multisource Time-Variant Effects and Uncertainties12
Development and Experimental Study of Disc Spring–Based Self-Centering Devices for Seismic Resilience12
Refined Peridynamic Modeling of Bond-Slip Behaviors between Ribbed Steel Rebar and Concrete in Pull-Out Tests12
Monitoring and Assessment of Buckling in Slender Members with Varying Lateral Restraint and Thermal Loading Using Distributed Sensing12
Static and Fire Behavior of Prefabricated Composite Beams with Reserved Grout Holes: Experiment and Design Assessment12
Mechanical Performance of Circular Ultrahigh-Performance Concrete–Filled Double Skin High-Strength Steel Tubular Stub Columns under Axial Compression12
Performance-Based Wind Design of High-Rise Buildings Using Generated Time-History Wind Loads11
MID 1.1: Database for Characterization of the Lateral Behavior of Infilled Frames11
Steel-Plate Composite Walls Subjected to Missile Impact: Numerical Evaluation of Local Damage11
Efficient Line-Element Method for the Second-Order Analysis of Steel Members with Nonsymmetric Thick-Walled Cross Sections11
Ultimate Shear Capacity of the Cold-Formed Steel Torsionally Restrained Beam-to-Column Moment Connection with a Three-Bolted Clip Angle and Flange Cleat11
Refined Lead Boundary Simulation for Compressive Behavior of Low–Shape Factor Lead-Rubber Bearings11
Adaptive Mapping of Design Ground Snow Loads in the Conterminous United States11
Modeling by Altering Parameter Values during Time-Dependent Finite-Element Simulations11
Postfire Strength of Channel-Type Shear Connectors11
Seismic Drift Demand Estimation for Steel Moment Frame Buildings: From Mechanics-Based to Data-Driven Models11
New Macroscopic Model for Simulating the Dynamic Behavior of Elastomeric Bearings11
Closure to “Fragility Curves and Methodology for Estimating Postearthquake Occupancy of Wood-Frame Single-Family Houses on a Regional Scale” by Pablo Heresi and Eduardo Miranda11
Force-Based Design Method for Force-Limiting Deformable Connections in Earthquake-Resistant Buildings11
Capacity Design of Coupled Composite Plate Shear Wall–Concrete-Filled System11
Seismic Performance of Highly Eccentric Reinforced Concrete Beam–Column Joints11
Fatigue Performance of Bird-Beak SHS Gap K-Joints under Brace In-Plane Force11
Behavior of High-Strength and Ultrahigh-Performance Concrete Targets Subjected to Relatively Rigid Projectile Impact11
Lateral Torsional Buckling Design for Multi-Ply Structural Composite Lumber Beams11
Effect of Column Eccentricity on Beam-Column Joints Strengthened with Chamfers11
Numerical and Experimental Research of the Design Method of Plate-Insert Welded Tubular Joint11
Experimental Study of a Self-Centering Damper with Multistage Energy-Dissipation Mechanism11
Reliability-Based Collapse Assessment of Wind-Excited Steel Structures within Performance-Based Wind Engineering11
Effects of the Georgia Sedimentary Basin on the Response of Modern Tall RC Shear-Wall Buildings to M9 Cascadia Subduction Zone Earthquakes11
Experimental and Analytical Lateral Performance of Shear Walls with Variable Phases of Deformation11
Tsunami Debris Damming Forces and Associated Coefficients for Elevated Coastal Structure Columns: Experimental Comparison to ASCE 7-22 Minimum Design Loads11
Experimental Parameter Study of Two-Story Platform-Type CLT Shear Walls11
Evaluation of the Seismic Performance of Unbonded Post-Tensioned Precast Concrete Walls with Internal and External Dampers. II: Design Criteria and Numerical Research11
Advances in Data-Driven Risk-Based Performance Assessment of Structures and Infrastructure Systems11
Buckling and Critical Temperature Prediction Formulas of Restrained H-Section Steel Columns in Fire11
Machine Learning for Risk and Resilience Assessment in Structural Engineering: Progress and Future Trends11
Carbon Footprint between Steel-Reinforced Concrete and UHPC Beams11
Automated Bridge Inspection Image Retrieval Based on Deep Similarity Learning and GPS10
Performance of Deep Beams with Topologically Optimized Reinforcements: Experimental Verification and Comparison10
Steel Sheet Sheathed Cold-Formed Steel Framed In-line Wall Systems. II: Impact of Nonstructural Detailing10
Load-Effect Separation of a Large-Span Prestressed Structure Based on an Enhanced EEMD-ICA Methodology10
Bidirectional Cyclic Loading Performance of a Prefabricated Self-Centering Metallic-Damped Steel Column Base10
Local Buckling of Axially Compressed Welded H-Section Stub Columns Using Q420–Q960 Steel10
Adaptive Stiffness Structures with Dampers: Seismic and Wind Response Reduction Using Passive Negative Stiffness and Inerter Systems10
Shake-Table Test of a Seismically Resilient 10-Story Mass Timber Building with Supplemental Uplift Friction Dampers10
Direct Stiffness–Strength Method: An Alternative Design Approach to AISI for Sheathed Cold-Formed Steel Z-Section Structural Members Subjected to Bending10
Experimental Investigation of Boundary Constraints on the Multistory Composite Frame under an Internal-Column Removal Scenario10
Fire Response of Steel Column Trees with End-Plate Connections10
Seismic Performance Assessment of Multitiered Steel Buckling-Restrained Braced Frames Designed to 2010 and 2022 AISC Seismic Provisions10
Unified Truss-Arch Model for the Analysis of Bending-Shear Interaction in Reinforced Concrete Members10
Bolted CHS Flange-Plate Connections under Bending10
Prediction of the Hydrodynamic Loads on a Full-Scale Caisson at High Reynolds Number10
Behavior of Steel Plate–Reinforced Cross-Laminated Timber Panels under Out-of-Plane Loading10
Flexural Impact Performance of Stainless Steel–Lightweight Concrete Composites for Marine Structures10
0.22153091430664