Journal of Structural Engineering

Papers
(The median citation count of Journal of Structural Engineering is 4. 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 2021-08-01 to 2025-08-01.)
ArticleCitations
Rotation Capacity of I-Shaped Beam Failed by Local Buckling in Buckling-Restrained Braced Frames with Rigid Beam-Column Connections303
Shear Behavior of Ultrahigh-Performance Concrete Pretensioned Bridge Girders253
Treatment of Warping Deformation of Curved I-Beams for Out-of-Plane Deformational Analysis by Straight-Element Approach123
Out-of-Plane Behavior of Masonry Infills of Different Types and Slenderness Ratios under Reversed Cyclic Loading80
Experimental Study of Hollow Concrete-Filled Circular Steel Tubular Beam Column Connected by Thread through Inside Lining Tube78
Experimental Program on Behavior of Concrete-Filled Steel Deck Composite Diaphragms75
Design of Cold-Formed Steel Built-Up Back-to-Back Columns Subject to Local-Flexural Interactive Buckling71
Reviewers71
Collapse Behavior of Unequal-Span Multistory Composite Frames under the Scenario of Removing an Internal Column55
Flexural Performance of Steel–UHPC Composite Beams with Innovative Steel Wedge Block–Crossed Inclined Stud Connections54
Hidden Toe Welds in RHS-to-RHS Overlapped K-Connections52
Self-Centering Rotational Joints for Seismic Resilient Steel Moment Resisting Frame52
Seismic Behavior of Precast Concrete Column–Foundation Connection with PBCs50
A Novel Model for Shear Strength Prediction of a Steel–UHPC Composite Structure Considering Interface Friction49
Lateral Performance of Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls: Experimental Tests and Analytical Modeling47
Fe-SMA–Based Shear Panel Damper: Solution Treatment, Design, and Seismic Performance47
Practical Approach to Digitally Simulate Nonsynoptic Wind Velocity Profiles and Its Implications on the Response of Monopole Towers44
Effect of Seismic Isolation on Fragility of Bridges with Scoured Foundations44
Symbolic Deep Learning for Structural System Identification43
Bonding Time and Prestress Loss in Precast Pretensioned Concrete during Steam Curing43
Toward Consistent Prediction of Web-Shear Capacity for Hollow-Core Slabs Using Strut-and-Tie Models40
Parametrized Wind–Surge–Wave Fragility Functions for Wood Utility Poles40
Earthquake and Postearthquake Fire Testing of a Midrise Cold-Formed Steel-Framed Building. II: Shear Wall Behavior and Design Implications39
Research on Collapse Mechanism and Failure Criterion of Superlarge Cooling Tower under Downburst Effect39
Softened Strut-and-Tie Model for Shear and Flexural Strengths of Reinforced Concrete Pile Caps38
Bayesian Joint State-Parameter-Input Estimation of Flexible-Base Buildings from Sparse Measurements Using Timoshenko Beam Models38
Node-Dependent Kinematics Approach for Damage Analysis of Reinforced Concrete Structures37
Design of Tuned Mass Damper Fluid Inerter for Wind-Induced Vibration Control of a Tall Building37
Postearthquake Function Level Evaluation of Railway Station Considering the Seismic Fragility of the Station Signal Equipment37
Study on Discriminant Criteria of Aerodynamic Instability of Single-Axis Solar Trackers by Wind Tunnel Test37
A Macromechanical Constitutive Model for Rebar Buckling36
Performance-Based Design of Posttensioned Cross-Laminated Timber and Light-Frame Wood Shear Wall Hybrid System36
Optimum Design of Pendulum Tuned Mass Dampers Considering Control Performance Degradation from Damper Connection36
Subduction and Shallow Earthquake Demand on Coupled Composite Plate Shear Wall–Concrete-Filled System36
Development of a Novel Anchorage System for Shape Memory Alloy Bars in Self-Centering Structures36
Seismic Response Comparison of Full-Scale Moment-Resisting Timber Frame and Joint Test Result36
Modeling Crushed Concrete Depth and Its Impact on Anchors Shear Capacities35
Simplified Predictive Expressions of Drift Limit States for Reinforced Concrete Circular Bridge Columns34
In-Plane Shear Cyclic Performance of Spline Cross-Laminated Timber-Concrete Composite Diaphragms34
Lattice Discrete Particle Model for the Simulation of Irregular Stone Masonry33
Seismic Performance of Steel Frame Structures with Novel Self-Centering Beams: Shaking-Table Tests and Numerical Analysis33
Response Characteristics of Gabion Wall under Large TNT-Equivalent Explosives33
Effect of Rotational Base Stiffness on the Behavior of Load-Bearing Masonry Walls32
Strut-and-Tie Model for Predicting the Shear Strength of Exterior Beam-Column Joints without Transverse Reinforcement32
Experimental Hysteretic Behavior and Application of an Assembled Self-Centering Buckling-Restrained Brace31
Adaptive Experimental Design of Real-Time Hybrid Simulation for Parameter Calibration of Rate-Dependent Devices toward Optimal Response Prediction31
Machine Learning Models Applied to a GNSS Sensor Network for Automated Bridge Anomaly Detection30
Development of a Flexural Yielding Energy Dissipation Device for Controlled Rocking Systems30
Investigation of Corroded Bond-Slip Effects for Corroded RC Columns29
Cyclic In-Plane Shear Behavior of Composite Plate Shear Walls-Concrete Encased29
Seismic Behavior of a Concrete Rocking Wall with Controllable SMA Dampers: Concept and Experimental Evaluation28
Cyclic Testing of Lap-Spliced Columns Retrofitted with UHPC-Cover Replacement28
Hysteretic Behavior of Self-Centering Shear Wall Incorporating Superelastic Shape Memory Alloy Bars and Engineered Cementitious Composites Subjected to Cyclic Loading28
Seismic Collapse Risk Assessment of Low-Aspect-Ratio Reinforced Concrete Shear Walls Using the FEMA P695 Methodology28
Simplified Nonlinear Damping Force Formula for Rotary Eddy Current Dampers and Comparative Hazard Analysis under Seismic Excitation with Fluid Viscous Dampers28
Equivalent Viscous Damping for Dual Frame-Wall Resilient System27
Cyclic Loading Test for Beam–Column Joints of Precast Concrete Beam and Concrete-Encased Steel Angle Column27
Cyclic Performance of RC Columns after Exposure to Symmetric or Asymmetric Fire26
Using DEM to Investigate Boundary Conditions for Rocking URM Facades Subjected to Earthquake Motion26
Small-Scale Physical Modeling of Reinforced Concrete Joints Using Additively Manufactured Reinforcement26
Stability of Members and Connections in Cold-Formed and Hot Rolled Steel Structures26
Slender RC Columns Strengthened with a Novel Hybrid Strengthening System of External Longitudinal and Transverse FRPs26
Probabilistic Machine-Learning Methods for Performance Prediction of Structure and Infrastructures through Natural Gradient Boosting25
Experiments and Analysis of Unstiffened Eight-Bolt End-Plate Moment Connections for Seismic Applications25
Risk-Based Design of Regular Plane Frames Subject to Damage by Abnormal Events: A Conceptual Study25
Evaluation and Enhancement of Robustness for Reinforced Concrete Buildings25
Erratum for “Dynamic Response of RC Elements Subjected to Combined Loading of Blast and Fragments” by Hezi Y. Grisaro and Avraham N. Dancygier25
A Novel Shear Strength Prediction Approach for Headed Shear Studs Embedded in Ultrahigh-Performance Concrete25
Experimental and Theoretical Investigation on Flexural Behavior of LWSCC Beams Strengthened with an ULW-ECC-FRP Mesh Layer24
Machine Learning for Enhanced Regional Seismic Risk Assessments24
Development of a Dataset from Shaking Table Tests of a Bridge System with Precast Reinforced Concrete Columns Equipped with Springs24
Development and Experimental Validation of Dissipative Embedded Column Base Connections for Enhanced Seismic Performance of Steel Moment-Resisting Frames24
Experimental Investigation of the Inelastic Cyclic Behavior of Concrete-Filled Double-Skin Tubular Beam-Columns with Corrugated Inner Skins and Ultrahigh-Strength Corner Tubes24
Peak Sliding Displacements of Sliding Base Structures Subjected to Earthquake Excitation23
A Horizontal Stiffener Detailing for Shear Links at the Link-to-Column Connection in Eccentrically Braced Frames23
Analytical Model for Out-of-Plane Behavior of Steel-Plate Composite Wall-to-Wall L-Joints23
Cross-Sectional Behavior of Austenitic Stainless Steel Welded I-Sections under Major-Axis Combined Loading23
Structural Functionality Evaluation Based on Natural Frequency Measurement23
Seismic Performance of a Full-Scale Two-Story Bolt-Connected Precast Concrete Composite Wall Panel Building Tested on a Shake Table23
Equivalent Dynamic Load Factor for Crowd Walking Loads22
Reproducibility in Journal of Structural Engineering Papers22
MDOF Modeling and Blast Dynamic Behavior of Curtain Wall with Variable Damping Approach22
Robustness Assessment of Reinforced Concrete Frames under Progressive Collapse Hazards: Novel Risk-Based Framework22
Experimental Investigation of the Shear Resistance Mechanism on Hybrid NSC-UHPC Predamaged and Undamaged Unidirectional Bridge Slabs22
An Investigation of Climate Change Effects on Design Wind Speeds along the US East and Gulf Coasts22
Numerical Simulation and Parametric Analysis of Posttensioned C-Shaped CLT Shear Walls22
Beyond Development: Challenges in Deploying Machine-Learning Models for Structural Engineering Applications22
Economical Weld Details and Design for Continuity and Doubler Plates in Steel Special Moment Frames21
Strength and Behavior of Spruce Pine Glulam Timber Moment Connections Using Glued-In Steel Rods21
Design Considerations for Distortional Lateral Buckling21
An Analytical Method to Reproduce Seismic Behavior of a Two-Story Cross-Laminated Timber Building at Large Deformation20
Estimation of Fatigue Parameters and Life Prediction for Orthotropic Steel Deck Based on Reverse Markov Theory20
Experimental Behavior of RC Interfaces between Concretes Cast at Different Times Subjected to Cyclic Actions20
Rotation Capacity of I-Shaped Beams with Concrete Slab in Buckling-Restrained Braced Frames20
Test, Analysis, and Seismic Design Approach of RC Infill Walls Isolated by PVC Tubes in Coupled Shear Wall Systems20
Life-Cycle Typhoon Risk Analysis for Roofs of Low-Rise Buildings Based on the Extremum Probability Density Evolution Method20
Experimental Investigation of the Structural Response of a Steel-Framed Building Subjected to Traveling Fire19
Fragility-Based Optimal Design of Friction Pendulum Bearings in Seismically Isolated Liquid-Storage Tanks19
Early Warning Method of Structural Damage Using Localized Frequency Cointegration under Changing Environments19
Cyclic Tension–Compression Behaviors of Large-Dimensional Superelastic Shape Memory Alloy Buckling-Restrained Plates19
Postfire Residual Capacities of Aluminum Alloy Unequal-Leg Angle Sections19
Seismic Pounding Effects of Typical Midrise Reinforced Concrete Structures Subjected to Soil–Structure Interaction Effects19
Uncoupled Ductile Fracture Models for Grade 8.8S Steel Bolts Considering Different Stress States and Elevated Temperatures19
An Adaptive Section Discretization Scheme for the Nonlinear Dynamic Analysis of Steel Frames18
Unified Theoretical Model for Axially Loaded Concrete-Filled Steel Tube Stub Columns with Different Cross-Sectional Shapes18
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
Real-Time Aeroelastic Hybrid Simulation Method for a Flexible Bridge Deck Section Model18
Tightening Procedures for Proper Installation of Anchor Rods in Ancillary Structures18
Self-Centering Energy-Dissipative Restrainers Incorporating SMA Ring Springs18
Experimental Investigation of Cross-Laminated Timber Connections with Glued-In Rods under Monotonic and Cyclic Loading18
Finite-Element Validation of U-Shaped Flexural Plates Integrated into a Novel Brace Dissipator18
Influence of Stiffness and Damping Parameters of Passive Seismic Control Devices in One-Sided Rocking of Masonry Walls18
Theoretical Building Height Limits of Balloon Mass Timber Shear Wall Systems18
Understanding Flexibility Effects in the Interaction of Light-Frame Wood Structures with Wave Action18
Buffeting and Self-Excited Load Measurements to Evaluate Ice and Dry Galloping of Yawed Power Transmission Lines18
Consistent Estimate of Brace Fatigue Life Using Axial Deformations Evaluated from Nodal Displacements17
Crack Width Analyses of 50-Story Reinforced Concrete Building by Parallelized Discrete-Like Crack Model17
Seismic Vulnerability of Reinforced Concrete Frame Structures: Obtaining Plan or Vertical Mass Irregularity from Structure Use Change17
Fire Testing of Glue-Laminated Beam-to-Column Connections17
Evaluation and Proposal of Strut-and-Tie Method for the Design of Drilled Shaft Footings17
New SEI/ASCE Disproportionate Collapse Mitigation Standard16
Time-Dependent Behavior of Reinforced Concrete Columns Subjected to High Sustained Loads16
Tests on Cold-Formed Steel Laced Stub Columns: Axial Strength and Stability Characteristics16
Simplified Mechanics-Based Approach for the Seismic Assessment of Corroded Reinforced Concrete Structures16
Experimental and Numerical Analysis of Prestressed Prefabricated Self-Centering IMS Composite Frame Joints16
Aerostatic Performance Improvement Based on a Novel Aerodynamic Countermeasure: Simulation and Wind Tunnel Test16
Methodology for Interdependent Population–Building–Infrastructure Posthazard Functionality Assessment for Communities16
On the Gaussian and Non-Gaussian Characteristics of Nonstationary Seismic Ground Motions16
An Experimental Study on Enhancing Progressive Collapse Resistance Using a Steel Fiber–Reinforced Concrete Frame16
Seismic Retrofit of Reinforced Concrete Moment Frame Using a BRB with U-Plate Connections16
Erratum for “Collapse Resistance of Reinforced Concrete Frame Beams under Sustained Loads”16
Postfire Seismic Responses of High-Strength RC Columns: Experiments and Simulations16
Ductile Fracture Prediction Framework of Low Yield Point Steel LYP225 under Monotonic Loading: Experiment and Simulation16
Experimental and Numerical Study of Press-Braked S690 High-Strength Steel Channel–Section Columns Failing by Minor-Axis Flexural Buckling15
Design Ground Snow Loads: Historical Perspective and State of the Art15
Challenges in GPU-Accelerated Nonlinear Dynamic Analysis for Structural Systems15
Spontaneous Collapse Mechanism of World Trade Center Twin Towers and Progressive Collapse in General15
Reinforced Concrete Buckling-Restrained Braced Frame with Structural Fuse Detailed for Seismic Loading15
Extreme Typhoon Wind Speed Mapping for Coastal Region of China: Geographically Weighted Regression–Based Circular Subregion Algorithm15
Bayesian Model Updating for Structural Dynamic Applications Combing Differential Evolution Adaptive Metropolis and Kriging Model15
Probabilistic Gust Factor Model of Typhoon Winds15
Manual Estimation of Elastic Lateral-Torsional Buckling Resistance of Linearly Tapered I-Section Members15
Topology Optimization-Based Reinforced Concrete Beams: Design and Experiment15
Additional Shear Strength of RC Beams due to Compression Reinforcement15
Stiffness Modifiers to Support the Seismic Design of Reinforced Concrete Rectangular Columns15
Experimental Study of Seismic Performance of an Innovative Low-Damage Self-Centering Composite Steel Plate Shear Wall15
Dynamic Hardening Behavior and Ductile Fracture of High-Strength Steel at Intermediate Strain Rates15
Bending Properties and Lateral Resistance of Historic Timber Foundation Piles in Amsterdam, Netherlands15
Reinforced Concrete Beams Strengthened in Flexure with Near-Surface Mounted 7075 Aluminum Alloy Bars14
Mechanics Based Numerical Modeling of Floor-Anchored Nonstructural Components14
ASCE 7-22 Wind Speed Profiles and Velocity Pressure Exposure Coefficients for Structural Design14
Shear Strength and Crack Width Control of Concrete Beams with High-Strength Shear Reinforcement14
In-Plane Stability Analysis of Circular Box Arches with Sinusoidal Corrugated Webs14
Twenty Years of Advances in Disproportionate Collapse Research and Best Practices since 9/11/200114
A Collapse Mechanics-Based Criterion for the Optimal Proportioning of Steel Moment Frames Subjected to Earthquakes14
Life-Cycle Assessment of Long-Span Bridge’s Wind Resistant Performance Considering Multisource Time-Variant Effects and Uncertainties14
New Design Approach to High-Strength Steel Staggered-Hole Bolted Connections Failing in Block Shear14
Ultraductile Bar with Bioinspired Helical Strands14
Analytical Modeling and Design Resistance of Axially Loaded CHS XX Joints14
Blast Testing of a Cold-Formed Steel-Framed Building with a Roof Truss System: I. Design, Characterization of Blast Pressures, and System-Level Response14
Shear Capacity of Cold-Formed Steel Channels with Edge-Stiffened Web Holes, Unstiffened Web Holes, and Plain Webs14
Design-Oriented Energy Capacity Spectrum Method for Seismic Performance Control of Precast Concrete Structures with Semirigid Connections14
Refined Peridynamic Modeling of Bond-Slip Behaviors between Ribbed Steel Rebar and Concrete in Pull-Out Tests14
ColumnsNet: Neural Network Model for Constructing Interaction Diagrams and Slenderness Limit for FRP-RC Columns14
An Automatic Modal Identification Framework for Civil Structures Based on Deep Learning and Frequency-Damping Heatmaps14
Assessment of End Tower Response to Downburst Wind Loads: Experimental and Numerical Studies14
Cyclic Response of Composite Steel Gravity Framing Connections in Multibay System-Level Tests13
Model to Assess the Seismic Response of Shear-Critical Rectangular Columns13
Implementation of Cold-Formed Steel Stress–Strain Relationships Using Limited Available Material Parameters13
Wind Interference Effects from One High-Rise Building and Similar Low-Rise Flat-Roof Buildings13
Experimental Investigation of Damage and Failure Modes in Stirrupless Reinforced Concrete Beams under Varied Thermal-Mechanical Loadings13
Classification and Identification of Buckling Modes of Steel Columns under Cyclic Loading13
Novel Fatigue-Damage Sensor for Prediction of Remaining Fatigue Lifetime of Mechanical Components and Structures13
Development of Aseismic Column with Self-Centering Capacity Only during Restoration13
Collapse Resistance of Reinforced Concrete Frame Beams under Sustained Loads13
Optimization-Based Analysis of Diagonal Tension Failure of Reinforced Concrete Dapped-End Beams13
Shake Table Testing and Modeling of New Zealand Light-Frame Wood Buildings13
Structural Performance of Cold-Formed Steel Unstiffened and Edge-Stiffened Channel Section Beams13
Proposed Stiffener Spacing Requirements for Intermediate Length Links in Eccentrically Braced Frames13
Time-Dependent Compressive Arch Action Capacity of Reinforced Concrete Frame Beams Resisting Progressive Collapse13
Seismic Behavior of Rectangular Reinforced Concrete Walls Prone to Out-of-Plane Shear-Axial Failure under Bidirectional Loading13
Monitoring and Assessment of Buckling in Slender Members with Varying Lateral Restraint and Thermal Loading Using Distributed Sensing13
Erratum for “Full-Scale Seismic Performance Testing of a Predamaged Two-Story Traditional Timber Frame on a Slope Reinforced Using Viscoelastic Dampers”12
Mechanical Behavior of Timber Joints with Laterally Loaded Multiple Densified Wood Dowels under the Loading Parallel to the Grain12
Damage Detection and Localization in a Full-Scale Slice of a Seven-Story Shear Wall Building Tested on the UCSD-NEES Shake Table12
Erratum for “Development of Nailed Wood Joint Element in ABAQUS” by Jian Xu and J. Daniel Dolan12
Numerical and Experimental Assessment of an Improved Design Detail for Partially Grouted Reinforced Masonry Wall Structures12
Static and Fire Behavior of Prefabricated Composite Beams with Reserved Grout Holes: Experiment and Design Assessment12
Efficient Line-Element Method for the Second-Order Analysis of Steel Members with Nonsymmetric Thick-Walled Cross Sections12
Advances in Data-Driven Risk-Based Performance Assessment of Structures and Infrastructure Systems12
Experimental Study of the Two-Way Mechanical Behavior of Tightly Spliced Prestressed Reinforced Concrete Laminated Slab12
Nonlinear Wind Tunnel Tests of Cable-Supported Bridges12
Flexural Behavior of Noncompact and Slender Concrete-Filled U-Section Beams under Negative Bending12
Nonlinear Dynamic Response of Single-Degree-of-Freedom Systems Subjected to Along-Wind Loads. I: Parametric Study12
Experimental Investigation of Steel Beams with Mechanically Reduced Sections Strengthened with Basalt Fiber–Reinforced Polymers12
Postfire Strength of Channel-Type Shear Connectors12
Experimental Parameter Study of Two-Story Platform-Type CLT Shear Walls12
Experimental Study on the Longitudinal Shear Performance of Composite Frame Beams under Vertical Loads12
Development of Circular Multicell Double-Skin Tubular Columns: Testing and Improved Axial Performance12
Plastic Buckling-Straightening Fatigue Life of Large Diameter Reinforcing Steel Bars12
Data-Driven Machine Learning for Predicting the Strength of Pretensioned Concrete Girders Considering Shear Failure Mode12
Rapid Controller Generation for Vibration Suppression of Structures Using Direct Excitation with Machine Learning12
Mechanical Performance of Circular Ultrahigh-Performance Concrete–Filled Double Skin High-Strength Steel Tubular Stub Columns under Axial Compression12
New Macroscopic Model for Simulating the Dynamic Behavior of Elastomeric Bearings12
Stress-Softening Behavior of High-Damping Rubber Bearings at Low Temperatures12
Machine Learning for Risk and Resilience Assessment in Structural Engineering: Progress and Future Trends11
Experimental Study of a Self-Centering Damper with Multistage Energy-Dissipation Mechanism11
MID 1.1: Database for Characterization of the Lateral Behavior of Infilled Frames11
Fatigue Performance of Bird-Beak SHS Gap K-Joints under Brace In-Plane Force11
Adaptive Mapping of Design Ground Snow Loads in the Conterminous United States11
Steel-Plate Composite Walls Subjected to Missile Impact: Numerical Evaluation of Local Damage11
Tsunami Debris Damming Forces and Associated Coefficients for Elevated Coastal Structure Columns: Experimental Comparison to ASCE 7-22 Minimum Design Loads11
Effects of the Georgia Sedimentary Basin on the Response of Modern Tall RC Shear-Wall Buildings to M9 Cascadia Subduction Zone Earthquakes11
Monotonic Testing of Glue-Laminated Beam-to-Column Connections11
Capacity Design of Coupled Composite Plate Shear Wall–Concrete-Filled System11
Real-Time Aeroelastic Hybrid Simulation Method for Bridge Deck Section Models11
Refined Lead Boundary Simulation for Compressive Behavior of Low–Shape Factor Lead-Rubber Bearings11
Reliability-Based Collapse Assessment of Wind-Excited Steel Structures within Performance-Based Wind Engineering11
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
Seismic Performance of Highly Eccentric Reinforced Concrete Beam–Column Joints11
Carbon Footprint between Steel-Reinforced Concrete and UHPC Beams11
Unified Truss-Arch Model for the Analysis of Bending-Shear Interaction in Reinforced Concrete Members11
Seismic Response of a Typical Shear-Wall Dominated High-Rise Condominium Building during the January 7, 2020, Mw6.4 Indios, Puerto Rico Earthquake11
Practical Nonlinear Analysis Methods for Flexure-Dominated Reinforced Masonry Shear Walls11
Performance-Based Wind Design of High-Rise Buildings Using Generated Time-History Wind Loads11
Evaluation of the Seismic Performance of Unbonded Post-Tensioned Precast Concrete Walls with Internal and External Dampers. II: Design Criteria and Numerical Research11
Behavior of High-Strength and Ultrahigh-Performance Concrete Targets Subjected to Relatively Rigid Projectile Impact11
Ultimate Shear Capacity of the Cold-Formed Steel Torsionally Restrained Beam-to-Column Moment Connection with a Three-Bolted Clip Angle and Flange Cleat11
Force-Based Design Method for Force-Limiting Deformable Connections in Earthquake-Resistant Buildings11
Experimental and Analytical Lateral Performance of Shear Walls with Variable Phases of Deformation11
Behavior of Hollow Structural Section Branch-to-Casting Node Connections for Free-Form Grid Shell Structures11
Behavior of Stainless-Steel Hot-Rolled Channel Section Beam–Columns: Testing, Modeling, and Design11
Functional Recovery of Steel Special Moment Frames10
Local Buckling of Axially Compressed Welded H-Section Stub Columns Using Q420–Q960 Steel10
Lateral Torsional Buckling Design for Multi-Ply Structural Composite Lumber Beams10
Seismic Performance Assessment of Multitiered Steel Buckling-Restrained Braced Frames Designed to 2010 and 2022 AISC Seismic Provisions10
Experiments in a Large Boundary Layer Wind Tunnel: Propagation of Noise through the Turbulent Boundary Layer10
Flexural Impact Performance of Stainless Steel–Lightweight Concrete Composites for Marine Structures10
Residual Performance of Reinforced Concrete Beams Damaged by Low-Velocity Impact Loading10
Shear Strength Prediction of Reinforced Concrete Walls with Opening and Boundary Elements10
Cyclic Lateral Loading Behavior of Composite Plate Shear Walls/Concrete Filled10
Experimental Investigation on the Structural Performance of Mass Timber Panel-Concrete Composite Floors with Notched Connections10
Feasibility of Kinetic Umbrellas as Deployable Flood Barriers during Landfalling Hurricanes10
Risk-Informed Design Optimization of Vertically Distributed Tuned Liquid Wall Dampers for Multihazard Mitigation10
Prediction of the Hydrodynamic Loads on a Full-Scale Caisson at High Reynolds Number10
Influence of Viscous Damping Models on the Inelastic Response of Reinforced Concrete Columns and Bridges10
Fire-Resistance Mechanism and Residual Bearing Capacity of Prestressed Concrete Beams after Fire Exposure10
Numerical and Experimental Research of the Design Method of Plate-Insert Welded Tubular Joint10
Bolted CHS Flange-Plate Connections under Bending10
0.11931896209717