Journal of Structural Engineering

Papers
(The median citation count of Journal of Structural Engineering is 3. 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 2022-05-01 to 2026-05-01.)
ArticleCitations
Behavior of Concrete Beams Prestressed with Hybrid Tendons Using Modified Deformation-Based Approach167
Hidden Toe Welds in RHS-to-RHS Overlapped K-Connections107
Reviewers102
Experimental Study of Hollow Concrete-Filled Circular Steel Tubular Beam Column Connected by Thread through Inside Lining Tube75
Lateral Performance of Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls: Experimental Tests and Analytical Modeling71
Seismic Performance and Kinematic Behavior of Multistory Cutout CLT Shear Walls70
Research on Collapse Mechanism and Failure Criterion of Superlarge Cooling Tower under Downburst Effect67
Seismic Response Estimation and Performance Assessment of Large-Scale Structures Using Deep-Learning Methods66
Out-of-Plane Behavior of Masonry Infills of Different Types and Slenderness Ratios under Reversed Cyclic Loading61
Fe-SMA–Based Shear Panel Damper: Solution Treatment, Design, and Seismic Performance57
Influence of Web Buckling on Flexural Performance of Bolted CFS Apex Sleeve Connector between Single-Channel Rafters56
Self-Centering Rotational Joints for Seismic Resilient Steel Moment Resisting Frame56
Rotation Capacity of I-Shaped Beam Failed by Local Buckling in Buckling-Restrained Braced Frames with Rigid Beam-Column Connections55
Experimental Program on Behavior of Concrete-Filled Steel Deck Composite Diaphragms51
Flexural Performance of Steel–UHPC Composite Beams with Innovative Steel Wedge Block–Crossed Inclined Stud Connections49
A Novel Model for Shear Strength Prediction of a Steel–UHPC Composite Structure Considering Interface Friction48
Seismic Behavior of Precast Concrete Column–Foundation Connection with PBCs47
Collapse Behavior of Unequal-Span Multistory Composite Frames under the Scenario of Removing an Internal Column45
Symbolic Deep Learning for Structural System Identification45
Parametrized Wind–Surge–Wave Fragility Functions for Wood Utility Poles44
Effect of Seismic Isolation on Fragility of Bridges with Scoured Foundations44
Design of Tuned Mass Damper Fluid Inerter for Wind-Induced Vibration Control of a Tall Building43
Design of Cold-Formed Steel Built-Up Back-to-Back Columns Subject to Local-Flexural Interactive Buckling43
Toward Consistent Prediction of Web-Shear Capacity for Hollow-Core Slabs Using Strut-and-Tie Models42
Postearthquake Function Level Evaluation of Railway Station Considering the Seismic Fragility of the Station Signal Equipment42
Study on Discriminant Criteria of Aerodynamic Instability of Single-Axis Solar Trackers by Wind Tunnel Test42
A Macroscopic Constitutive Model for Stainless Steel under Various Strain Amplitudes40
Subduction and Shallow Earthquake Demand on Coupled Composite Plate Shear Wall–Concrete-Filled System40
Cyclic In-Plane Shear Behavior of Composite Plate Shear Walls-Concrete Encased40
Cyclic Performance of RC Columns after Exposure to Symmetric or Asymmetric Fire40
Probabilistic Machine-Learning Methods for Performance Prediction of Structure and Infrastructures through Natural Gradient Boosting39
Generalized Shear Strength Model for Wall/Slab L-Joints in Steel-Plate Composite/Reinforced Concrete Structures39
Development of a Flexural Yielding Energy Dissipation Device for Controlled Rocking Systems38
Seismic Response Comparison of Full-Scale Moment-Resisting Timber Frame and Joint Test Result38
Adaptive Experimental Design of Real-Time Hybrid Simulation for Parameter Calibration of Rate-Dependent Devices toward Optimal Response Prediction37
Machine Learning Models Applied to a GNSS Sensor Network for Automated Bridge Anomaly Detection37
Experimental Study of Fire Resistance of Mortise–Tenon-Jointed Post–Beam Timber Frames with Intumescent Coatings37
Performance-Based Design of Posttensioned Cross-Laminated Timber and Light-Frame Wood Shear Wall Hybrid System36
Investigation of Corroded Bond-Slip Effects for Corroded RC Columns35
Quasi-Static Cyclic Behavior of a Reinforced Masonry C-Shaped Core Wall with Boundary Elements34
Node-Dependent Kinematics Approach for Damage Analysis of Reinforced Concrete Structures34
A Macromechanical Constitutive Model for Rebar Buckling32
Cyclic Testing of Lap-Spliced Columns Retrofitted with UHPC-Cover Replacement31
Simplified Nonlinear Damping Force Formula for Rotary Eddy Current Dampers and Comparative Hazard Analysis under Seismic Excitation with Fluid Viscous Dampers31
Modeling Crushed Concrete Depth and Its Impact on Anchors Shear Capacities30
Small-Scale Physical Modeling of Reinforced Concrete Joints Using Additively Manufactured Reinforcement30
Equivalent Viscous Damping for Dual Frame-Wall Resilient System27
Development of a Novel Anchorage System for Shape Memory Alloy Bars in Self-Centering Structures27
Optimum Design of Pendulum Tuned Mass Dampers Considering Control Performance Degradation from Damper Connection27
Seismic Collapse Risk Assessment of Low-Aspect-Ratio Reinforced Concrete Shear Walls Using the FEMA P695 Methodology26
Hysteretic Behavior of Self-Centering Shear Wall Incorporating Superelastic Shape Memory Alloy Bars and Engineered Cementitious Composites Subjected to Cyclic Loading25
Seismic Performance of Steel Frame Structures with Novel Self-Centering Beams: Shaking-Table Tests and Numerical Analysis25
Seismic Behavior of a Concrete Rocking Wall with Controllable SMA Dampers: Concept and Experimental Evaluation25
Cyclic Loading Test for Beam–Column Joints of Precast Concrete Beam and Concrete-Encased Steel Angle Column24
Response Characteristics of Gabion Wall under Large TNT-Equivalent Explosives24
Reproducibility in Journal of Structural Engineering Papers24
Fragility-Based Optimal Design of Friction Pendulum Bearings in Seismically Isolated Liquid-Storage Tanks24
New Macroelement for Modeling Inelastic Shear–Flexure–Axial Interaction and Elongation of Plastic Hinges for Reliable Seismic Performance Assessment of RC Structures23
Parameters Affecting the Shear-Friction Strength of a Construction Joint in a Squat Wall Subjected to Cyclic Loading23
Equivalent Dynamic Load Factor for Crowd Walking Loads23
Seismic Performance of Concrete Bridge Columns Reinforced with High-Strength Steel Varying Steel Geometry and Manufacturing Process23
Rapid Structural Repair Using Novel Self-Consolidating Belitic Calcium Sulfoaluminate Cement22
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
A Data Set from an Extensive Experimental Benchmark Study of the HBTA Bridge Subject to Imposed Damage22
Structural Functionality Evaluation Based on Natural Frequency Measurement22
A Horizontal Stiffener Detailing for Shear Links at the Link-to-Column Connection in Eccentrically Braced Frames22
Seismic Pounding Effects of Typical Midrise Reinforced Concrete Structures Subjected to Soil–Structure Interaction Effects22
Experimental Investigation of the Shear Resistance Mechanism on Hybrid NSC-UHPC Predamaged and Undamaged Unidirectional Bridge Slabs21
Characterization of Nonstationary Local Resonance Response of Large-Span Flexible Photovoltaic Arrays under Strong Typhoons21
Numerical Simulation and Parametric Analysis of Posttensioned C-Shaped CLT Shear Walls21
Rotation Capacity of I-Shaped Beams with Concrete Slab in Buckling-Restrained Braced Frames21
Analytical Model for Out-of-Plane Behavior of Steel-Plate Composite Wall-to-Wall L-Joints21
Development of a Dataset from Shaking Table Tests of a Bridge System with Precast Reinforced Concrete Columns Equipped with Springs21
Strength and Behavior of Spruce Pine Glulam Timber Moment Connections Using Glued-In Steel Rods21
Progressive Collapse Resistance of Bonded Prestressed Precast Concrete Frames with Buckling-Restrained Rods21
Experimental Behavior of RC Interfaces between Concretes Cast at Different Times Subjected to Cyclic Actions21
Experimental Investigation of the Inelastic Cyclic Behavior of Concrete-Filled Double-Skin Tubular Beam-Columns with Corrugated Inner Skins and Ultrahigh-Strength Corner Tubes21
Study on the Fire Resistance Behavior of Compression-Stiffened Welded Hollow Spherical Joints20
Postfire Residual Capacities of Aluminum Alloy Unequal-Leg Angle Sections20
MDOF Modeling and Blast Dynamic Behavior of Curtain Wall with Variable Damping Approach20
An Analytical Method to Reproduce Seismic Behavior of a Two-Story Cross-Laminated Timber Building at Large Deformation20
An Investigation of Climate Change Effects on Design Wind Speeds along the US East and Gulf Coasts20
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
Machine Learning for Enhanced Regional Seismic Risk Assessments20
Life-Cycle Typhoon Risk Analysis for Roofs of Low-Rise Buildings Based on the Extremum Probability Density Evolution Method20
Experimental and Theoretical Investigation on Flexural Behavior of LWSCC Beams Strengthened with an ULW-ECC-FRP Mesh Layer20
A Novel Methodology for Inspection and Strength Evaluation of Suspension Bridge Main Cables19
Tests on Cold-Formed Steel Laced Stub Columns: Axial Strength and Stability Characteristics19
Finite-Element Validation of U-Shaped Flexural Plates Integrated into a Novel Brace Dissipator19
Beyond Development: Challenges in Deploying Machine-Learning Models for Structural Engineering Applications19
An Adaptive Section Discretization Scheme for the Nonlinear Dynamic Analysis of Steel Frames19
Ductile Fracture Prediction Framework of Low Yield Point Steel LYP225 under Monotonic Loading: Experiment and Simulation19
Crack Width Analyses of 50-Story Reinforced Concrete Building by Parallelized Discrete-Like Crack Model19
Consistent Estimate of Brace Fatigue Life Using Axial Deformations Evaluated from Nodal Displacements19
Experimental and Numerical Analysis of Prestressed Prefabricated Self-Centering IMS Composite Frame Joints19
Understanding Flexibility Effects in the Interaction of Light-Frame Wood Structures with Wave Action18
Theoretical Building Height Limits of Balloon Mass Timber Shear Wall Systems18
Design Ground Snow Loads: Historical Perspective and State of the Art18
On the Gaussian and Non-Gaussian Characteristics of Nonstationary Seismic Ground Motions18
Experimental Investigation of Cross-Laminated Timber Connections with Glued-In Rods under Monotonic and Cyclic Loading18
Real-Time Aeroelastic Hybrid Simulation Method for a Flexible Bridge Deck Section Model18
Erratum for “Collapse Resistance of Reinforced Concrete Frame Beams under Sustained Loads”18
Postfire Seismic Responses of High-Strength RC Columns: Experiments and Simulations18
Methodology for Interdependent Population–Building–Infrastructure Posthazard Functionality Assessment for Communities17
Determination of Elastic Engineering Constants in an Orthotropic Constitutive Model for Hardened 3D-Printed Concrete17
Finite Element Model Updating and Damage Prediction for Historical Timber Buildings: Case Study of a Pavilion in Kai-Yuan Temple, China17
Analysis of Torsional Geometrical Properties of Thin-Walled Box Girders with Arbitrary Asymmetrical Cross Sections17
Seismic Retrofit of Reinforced Concrete Moment Frame Using a BRB with U-Plate Connections17
Experimental and Numerical Study of Press-Braked S690 High-Strength Steel Channel–Section Columns Failing by Minor-Axis Flexural Buckling17
Self-Centering Energy-Dissipative Restrainers Incorporating SMA Ring Springs16
Evaluation and Proposal of Strut-and-Tie Method for the Design of Drilled Shaft Footings16
Early Warning Method of Structural Damage Using Localized Frequency Cointegration under Changing Environments16
Seismic Vulnerability of Reinforced Concrete Frame Structures: Obtaining Plan or Vertical Mass Irregularity from Structure Use Change16
An Experimental Study on Enhancing Progressive Collapse Resistance Using a Steel Fiber–Reinforced Concrete Frame16
Time-Dependent Behavior of Reinforced Concrete Columns Subjected to High Sustained Loads16
Fire Testing of Glue-Laminated Beam-to-Column Connections16
Optimization Analysis of Asymmetric Outrigger-Braced Structures with the Influence of Core-Wall Width16
On the Structural Reliability of the Horizontal Shear Limit State for Concrete Insulated Wall Panel Connectors16
Evaluation of Dynamic Response for Freeze–Thaw Damaged RC Beams Subjected to Impact Loading16
Analytical Modeling and Design Resistance of Axially Loaded CHS XX Joints15
Challenges in GPU-Accelerated Nonlinear Dynamic Analysis for Structural Systems15
In-Plane Stability Analysis of Circular Box Arches with Sinusoidal Corrugated Webs15
Experimental Study of Seismic Performance of an Innovative Low-Damage Self-Centering Composite Steel Plate Shear Wall15
Effect of Influential Parameters on Lateral Cyclic Response of Posttensioned Base Rocking Steel Bridge Piers15
Dynamic Hardening Behavior and Ductile Fracture of High-Strength Steel at Intermediate Strain Rates15
Manual Estimation of Elastic Lateral-Torsional Buckling Resistance of Linearly Tapered I-Section Members15
Moment-Rotation Characteristics of Laterally Restrained Hybrid Steel I-Girders under Moment Gradient15
Erratum for “A Feature Selection Framework for Ground Motion Intensity Measures in the Rapid Seismic Damage Prediction of Structures Based on Ensemble Learning”15
Probabilistic Gust Factor Model of Typhoon Winds15
Multiphysics Coupling Simulation and Performance Analysis of Induced Dipole Dominant Electrorheological Fluid Damper Based on Double-Rod Valve Mode15
An Automatic Modal Identification Framework for Civil Structures Based on Deep Learning and Frequency-Damping Heatmaps15
Bending Properties and Lateral Resistance of Historic Timber Foundation Piles in Amsterdam, Netherlands15
Blast Testing of a Cold-Formed Steel-Framed Building with a Roof Truss System: I. Design, Characterization of Blast Pressures, and System-Level Response14
Quantifying Arch Action in Intermediate Shear Span RC Beams: A Coefficient-Based Approach for Shear Strength Prediction14
Characterization of Vertical Wind Profiles Using a Ground-Based Lidar Station in an Open Flat Terrain14
Welded K-Joints out of High-Strength Hollow Sections: Experimental Investigations14
Using Shake Table Tests to Characterize the Collaborative Seismic Behavior of the Suspended Ceilings and Masonry Infill Walls of RC Frames14
Reinforced Concrete Buckling-Restrained Braced Frame with Structural Fuse Detailed for Seismic Loading14
Additional Shear Strength of RC Beams due to Compression Reinforcement14
Shear Strength and Crack Width Control of Concrete Beams with High-Strength Shear Reinforcement14
Spontaneous Collapse Mechanism of World Trade Center Twin Towers and Progressive Collapse in General14
Topology Optimization-Based Reinforced Concrete Beams: Design and Experiment14
Bayesian Model Updating for Structural Dynamic Applications Combing Differential Evolution Adaptive Metropolis and Kriging Model14
Ultraductile Bar with Bioinspired Helical Strands14
Approximation of Load Distribution Ratios for Semirigid Floor Diaphragms14
Twenty Years of Advances in Disproportionate Collapse Research and Best Practices since 9/11/200114
Compressive Capacity of Postfire Laser-Welded Stainless Steel I-Sections: Testing, Modeling, and Design14
Assessment of End Tower Response to Downburst Wind Loads: Experimental and Numerical Studies14
ColumnsNet: Neural Network Model for Constructing Interaction Diagrams and Slenderness Limit for FRP-RC Columns14
Mechanical Behavior of Timber Joints with Laterally Loaded Multiple Densified Wood Dowels under the Loading Parallel to the Grain13
Refined Peridynamic Modeling of Bond-Slip Behaviors between Ribbed Steel Rebar and Concrete in Pull-Out Tests13
Time-Dependent Compressive Arch Action Capacity of Reinforced Concrete Frame Beams Resisting Progressive Collapse13
Evaluation of Vertical Seismic Load Effects Specified in the United States Building Code13
Nonlinear Wind Tunnel Tests of Cable-Supported Bridges13
Erratum for “Development of Nailed Wood Joint Element in ABAQUS” by Jian Xu and J. Daniel Dolan13
Shake Table Testing and Modeling of New Zealand Light-Frame Wood Buildings13
A Collapse Mechanics-Based Criterion for the Optimal Proportioning of Steel Moment Frames Subjected to Earthquakes13
Experimental Investigation of Damage and Failure Modes in Stirrupless Reinforced Concrete Beams under Varied Thermal-Mechanical Loadings13
Experimental Study of the Two-Way Mechanical Behavior of Tightly Spliced Prestressed Reinforced Concrete Laminated Slab13
Wind Pressure and Load Analysis on Large Building Roofs: Applicability of Database-Assisted Design to Eurocode 1 and Italian Standards13
Deflection Calculation of Damaged RC Beams Strengthened with a BFRP Grid–Reinforced ECC Matrix13
Experiments and Combined Microscopic and Macroscopic Simulations of Out-of-Plane Behavior of One-Way S-UHPC-S Composite Wall Strips13
Collapse Resistance of Reinforced Concrete Frame Beams under Sustained Loads13
Development of Aseismic Column with Self-Centering Capacity Only during Restoration13
Data-Driven Machine Learning for Predicting the Strength of Pretensioned Concrete Girders Considering Shear Failure Mode13
Optimization-Based Analysis of Diagonal Tension Failure of Reinforced Concrete Dapped-End Beams13
Rapid Controller Generation for Vibration Suppression of Structures Using Direct Excitation with Machine Learning13
Design-Oriented Energy Capacity Spectrum Method for Seismic Performance Control of Precast Concrete Structures with Semirigid Connections12
Monitoring and Assessment of Buckling in Slender Members with Varying Lateral Restraint and Thermal Loading Using Distributed Sensing12
Experimental Study on the Longitudinal Shear Performance of Composite Frame Beams under Vertical Loads12
New Design Approach to High-Strength Steel Staggered-Hole Bolted Connections Failing in Block Shear12
Structural Performance of Cold-Formed Steel Unstiffened and Edge-Stiffened Channel Section Beams12
Model to Assess the Seismic Response of Shear-Critical Rectangular Columns12
Damage Detection and Localization in a Full-Scale Slice of a Seven-Story Shear Wall Building Tested on the UCSD-NEES Shake Table12
Classification and Identification of Buckling Modes of Steel Columns under Cyclic Loading12
Plastic Buckling-Straightening Fatigue Life of Large Diameter Reinforcing Steel Bars12
Mechanics Based Numerical Modeling of Floor-Anchored Nonstructural Components12
Flexural Behavior of Noncompact and Slender Concrete-Filled U-Section Beams under Negative Bending12
Development of Circular Multicell Double-Skin Tubular Columns: Testing and Improved Axial Performance12
ASCE 7-22 Wind Speed Profiles and Velocity Pressure Exposure Coefficients for Structural Design12
Proposed Stiffener Spacing Requirements for Intermediate Length Links in Eccentrically Braced Frames12
Extreme Value Analysis of Wind Loads on an Adjustable-Tilt Solar Photovoltaic System: A Wind Tunnel Force Measurement Experiment12
Erratum for “Full-Scale Seismic Performance Testing of a Predamaged Two-Story Traditional Timber Frame on a Slope Reinforced Using Viscoelastic Dampers”12
Seismic Behavior of Rectangular Reinforced Concrete Walls Prone to Out-of-Plane Shear-Axial Failure under Bidirectional Loading12
Implementation of Cold-Formed Steel Stress–Strain Relationships Using Limited Available Material Parameters12
Life-Cycle Assessment of Long-Span Bridge’s Wind Resistant Performance Considering Multisource Time-Variant Effects and Uncertainties12
Adaptive Mapping of Design Ground Snow Loads in the Conterminous United States11
Sensor-Based Simulation of Displacement in Reinforced Concrete Bridge Columns Subjected to Seismic Events Using Bar–Slip Models11
Experimental and Analytical Lateral Performance of Shear Walls with Variable Phases of Deformation11
Ultimate Shear Capacity of the Cold-Formed Steel Torsionally Restrained Beam-to-Column Moment Connection with a Three-Bolted Clip Angle and Flange Cleat11
Splitting Capacity of Timber Connections with Densified Wood Dowels Loaded Perpendicular to the Grain11
Static and Fire Behavior of Prefabricated Composite Beams with Reserved Grout Holes: Experiment and Design Assessment11
Carbon Footprint between Steel-Reinforced Concrete and UHPC Beams11
Cyclic Response of Composite Steel Gravity Framing Connections in Multibay System-Level Tests11
Seismic Performance of Highly Eccentric Reinforced Concrete Beam–Column Joints11
Refined Lead Boundary Simulation for Compressive Behavior of Low–Shape Factor Lead-Rubber Bearings11
Steel-Plate Composite Walls Subjected to Missile Impact: Numerical Evaluation of Local Damage11
Experimental Parameter Study of Two-Story Platform-Type CLT Shear Walls11
New Macroscopic Model for Simulating the Dynamic Behavior of Elastomeric Bearings11
Stress-Softening Behavior of High-Damping Rubber Bearings at Low Temperatures11
Reliability-Based Collapse Assessment of Wind-Excited Steel Structures within Performance-Based Wind Engineering11
Experimental Investigation of Steel Beams with Mechanically Reduced Sections Strengthened with Basalt Fiber–Reinforced Polymers11
Refined Experimental Data Set for Reinforced Concrete Columns11
Postfire Strength of Channel-Type Shear Connectors11
Identification of Modal Properties of a Tall Glue-Laminated Timber Frame Building under Long-Term Ambient Vibrations and Forced Vibrations10
Steel Sheet Sheathed Cold-Formed Steel Framed In-line Wall Systems. II: Impact of Nonstructural Detailing10
Out-of-Plane Performance of Lightweight AAC Infills within RC Frames Using Noncontact Full-Field Strain Measurement Technique10
Lateral Torsional Buckling Design for Multi-Ply Structural Composite Lumber Beams10
Practical Nonlinear Analysis Methods for Flexure-Dominated Reinforced Masonry Shear Walls10
Experimental Study on Flexural Performance of HSS-UHPC Composite Beams with Perfobond Strip Connectors10
Machine Learning for Risk and Resilience Assessment in Structural Engineering: Progress and Future Trends10
Effect of Strut Geometric Imperfections on the Internal Forces Distribution in Tensegrity Structures10
Unified Truss-Arch Model for the Analysis of Bending-Shear Interaction in Reinforced Concrete Members10
Time-Dependent Seismic Reliability Analysis through Equivalent Stochastic Process Transformation and Real-Time Hybrid Simulation10
Design-Level Seismic Estimation of Self-Centering Energy Dissipation–Braced Frame Structures with Partial Recentering Capacity10
Behavior of Hollow Structural Section Branch-to-Casting Node Connections for Free-Form Grid Shell Structures10
Cyclic Shear Behavior of Concrete-Filled Composite Plate Shear Wall Components with Bolted Splices10
Experiments in a Large Boundary Layer Wind Tunnel: Propagation of Noise through the Turbulent Boundary Layer10
Finite-Element Simulation of the Lateral Response of Posttensioned Base Rocking Steel Bridge Piers10
Buckling and Critical Temperature Prediction Formulas of Restrained H-Section Steel Columns in Fire10
Efficient Line-Element Method for the Second-Order Analysis of Steel Members with Nonsymmetric Thick-Walled Cross Sections10
Experimental Study of a Self-Centering Damper with Multistage Energy-Dissipation Mechanism10
Force-Based Design Method for Force-Limiting Deformable Connections in Earthquake-Resistant Buildings10
Modeling by Altering Parameter Values during Time-Dependent Finite-Element Simulations10
Required Bending Rigidity for Transverse Stiffeners of Steel Plate Girders in Shear Loading: Numerical Investigation10
Automated Bridge Inspection Image Retrieval Based on Deep Similarity Learning and GPS10
Behavior of Stainless-Steel Hot-Rolled Channel Section Beam–Columns: Testing, Modeling, and Design10
Real-Time Aeroelastic Hybrid Simulation Method for Bridge Deck Section Models10
Effect of Column Eccentricity on Beam-Column Joints Strengthened with Chamfers10
Advances in Data-Driven Risk-Based Performance Assessment of Structures and Infrastructure Systems10
Tsunami Debris Damming Forces and Associated Coefficients for Elevated Coastal Structure Columns: Experimental Comparison to ASCE 7-22 Minimum Design Loads10
Evaluation of the Seismic Performance of Unbonded Post-Tensioned Precast Concrete Walls with Internal and External Dampers. II: Design Criteria and Numerical Research10
Study of I-Shape Steel Beams Subjected to Combined Fire and Impact Loading and Failure Assessment Method9
Functional Recovery of Steel Special Moment Frames9
Bidirectional Cyclic Loading Performance of a Prefabricated Self-Centering Metallic-Damped Steel Column Base9
Regional Recovery Modeling and Postdisaster Model Updating: The Case of the 2010 Kraljevo Earthquake in Serbia9
Shear Strength Prediction of Reinforced Concrete Walls with Opening and Boundary Elements9
Seismic Performance of Precast Shear Wall Systems and Connection Details for Underground Structures9
Influence of Viscous Damping Models on the Inelastic Response of Reinforced Concrete Columns and Bridges9
Flexural Impact Performance of Stainless Steel–Lightweight Concrete Composites for Marine Structures9
Feasibility of Kinetic Umbrellas as Deployable Flood Barriers during Landfalling Hurricanes9
Shake-Table Test of a Seismically Resilient 10-Story Mass Timber Building with Supplemental Uplift Friction Dampers9
Assessment of the Main Wind Force Resisting System Provisions of ASCE/SEI 7-22 for Rigid Buildings9
Nailed Connections for Engineered Timber Structures: Extended Kinematic Approach for Consideration of the Rope Effect9
Engineering Review of Wind-Induced Torsional Moment and Response of Buildings9
Experimental Investigation of Boundary Constraints on the Multistory Composite Frame under an Internal-Column Removal Scenario9
Residual Performance of Reinforced Concrete Beams Damaged by Low-Velocity Impact Loading9
Response of Full-Scale Slender Masonry Walls with Conventional and NSM Steel Reinforcement Subjected to Axial and Out-of-Plane Loads9
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