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 2021-12-01 to 2025-12-01.)
ArticleCitations
Behavior of Concrete Beams Prestressed with Hybrid Tendons Using Modified Deformation-Based Approach143
Treatment of Warping Deformation of Curved I-Beams for Out-of-Plane Deformational Analysis by Straight-Element Approach91
Toward Consistent Prediction of Web-Shear Capacity for Hollow-Core Slabs Using Strut-and-Tie Models88
Seismic Behavior of Precast Concrete Column–Foundation Connection with PBCs84
Shear Behavior of Ultrahigh-Performance Concrete Pretensioned Bridge Girders83
Effect of Seismic Isolation on Fragility of Bridges with Scoured Foundations70
Rotation Capacity of I-Shaped Beam Failed by Local Buckling in Buckling-Restrained Braced Frames with Rigid Beam-Column Connections63
Hidden Toe Welds in RHS-to-RHS Overlapped K-Connections61
Reviewers60
Out-of-Plane Behavior of Masonry Infills of Different Types and Slenderness Ratios under Reversed Cyclic Loading55
Experimental Study of Hollow Concrete-Filled Circular Steel Tubular Beam Column Connected by Thread through Inside Lining Tube54
Practical Approach to Digitally Simulate Nonsynoptic Wind Velocity Profiles and Its Implications on the Response of Monopole Towers50
Symbolic Deep Learning for Structural System Identification49
Design of Cold-Formed Steel Built-Up Back-to-Back Columns Subject to Local-Flexural Interactive Buckling48
Design of Tuned Mass Damper Fluid Inerter for Wind-Induced Vibration Control of a Tall Building48
Collapse Behavior of Unequal-Span Multistory Composite Frames under the Scenario of Removing an Internal Column46
Seismic Performance and Kinematic Behavior of Multistory Cutout CLT Shear Walls45
Bonding Time and Prestress Loss in Precast Pretensioned Concrete during Steam Curing43
Experimental Program on Behavior of Concrete-Filled Steel Deck Composite Diaphragms42
A Novel Model for Shear Strength Prediction of a Steel–UHPC Composite Structure Considering Interface Friction42
Parametrized Wind–Surge–Wave Fragility Functions for Wood Utility Poles42
Research on Collapse Mechanism and Failure Criterion of Superlarge Cooling Tower under Downburst Effect42
Lateral Performance of Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls: Experimental Tests and Analytical Modeling41
Flexural Performance of Steel–UHPC Composite Beams with Innovative Steel Wedge Block–Crossed Inclined Stud Connections40
Experiments and Analysis of Unstiffened Eight-Bolt End-Plate Moment Connections for Seismic Applications40
Self-Centering Rotational Joints for Seismic Resilient Steel Moment Resisting Frame40
Fe-SMA–Based Shear Panel Damper: Solution Treatment, Design, and Seismic Performance40
Node-Dependent Kinematics Approach for Damage Analysis of Reinforced Concrete Structures39
Study on Discriminant Criteria of Aerodynamic Instability of Single-Axis Solar Trackers by Wind Tunnel Test39
Postearthquake Function Level Evaluation of Railway Station Considering the Seismic Fragility of the Station Signal Equipment39
Subduction and Shallow Earthquake Demand on Coupled Composite Plate Shear Wall–Concrete-Filled System38
Seismic Behavior of a Concrete Rocking Wall with Controllable SMA Dampers: Concept and Experimental Evaluation36
Performance-Based Design of Posttensioned Cross-Laminated Timber and Light-Frame Wood Shear Wall Hybrid System36
Small-Scale Physical Modeling of Reinforced Concrete Joints Using Additively Manufactured Reinforcement34
Cyclic Testing of Lap-Spliced Columns Retrofitted with UHPC-Cover Replacement34
Cyclic Performance of RC Columns after Exposure to Symmetric or Asymmetric Fire34
Equivalent Viscous Damping for Dual Frame-Wall Resilient System34
Cyclic In-Plane Shear Behavior of Composite Plate Shear Walls-Concrete Encased33
Strut-and-Tie Model for Predicting the Shear Strength of Exterior Beam-Column Joints without Transverse Reinforcement33
Machine Learning Models Applied to a GNSS Sensor Network for Automated Bridge Anomaly Detection33
Response Characteristics of Gabion Wall under Large TNT-Equivalent Explosives33
A Macroscopic Constitutive Model for Stainless Steel under Various Strain Amplitudes33
Development of a Flexural Yielding Energy Dissipation Device for Controlled Rocking Systems31
Evaluation and Enhancement of Robustness for Reinforced Concrete Buildings31
Seismic Response Comparison of Full-Scale Moment-Resisting Timber Frame and Joint Test Result30
Modeling Crushed Concrete Depth and Its Impact on Anchors Shear Capacities30
Investigation of Corroded Bond-Slip Effects for Corroded RC Columns30
A Macromechanical Constitutive Model for Rebar Buckling29
Experimental Hysteretic Behavior and Application of an Assembled Self-Centering Buckling-Restrained Brace29
Quasi-Static Cyclic Behavior of a Reinforced Masonry C-Shaped Core Wall with Boundary Elements29
Risk-Based Design of Regular Plane Frames Subject to Damage by Abnormal Events: A Conceptual Study29
Cyclic Loading Test for Beam–Column Joints of Precast Concrete Beam and Concrete-Encased Steel Angle Column29
Adaptive Experimental Design of Real-Time Hybrid Simulation for Parameter Calibration of Rate-Dependent Devices toward Optimal Response Prediction29
Effect of Rotational Base Stiffness on the Behavior of Load-Bearing Masonry Walls28
Simplified Predictive Expressions of Drift Limit States for Reinforced Concrete Circular Bridge Columns27
Probabilistic Machine-Learning Methods for Performance Prediction of Structure and Infrastructures through Natural Gradient Boosting27
Development of a Novel Anchorage System for Shape Memory Alloy Bars in Self-Centering Structures27
Hysteretic Behavior of Self-Centering Shear Wall Incorporating Superelastic Shape Memory Alloy Bars and Engineered Cementitious Composites Subjected to Cyclic Loading26
Simplified Nonlinear Damping Force Formula for Rotary Eddy Current Dampers and Comparative Hazard Analysis under Seismic Excitation with Fluid Viscous Dampers25
Optimum Design of Pendulum Tuned Mass Dampers Considering Control Performance Degradation from Damper Connection25
Seismic Performance of Steel Frame Structures with Novel Self-Centering Beams: Shaking-Table Tests and Numerical Analysis25
Seismic Collapse Risk Assessment of Low-Aspect-Ratio Reinforced Concrete Shear Walls Using the FEMA P695 Methodology25
MDOF Modeling and Blast Dynamic Behavior of Curtain Wall with Variable Damping Approach24
Reproducibility in Journal of Structural Engineering Papers24
Equivalent Dynamic Load Factor for Crowd Walking Loads24
Development of a Dataset from Shaking Table Tests of a Bridge System with Precast Reinforced Concrete Columns Equipped with Springs24
Fragility-Based Optimal Design of Friction Pendulum Bearings in Seismically Isolated Liquid-Storage Tanks24
Experimental and Theoretical Investigation on Flexural Behavior of LWSCC Beams Strengthened with an ULW-ECC-FRP Mesh Layer23
New Macroelement for Modeling Inelastic Shear–Flexure–Axial Interaction and Elongation of Plastic Hinges for Reliable Seismic Performance Assessment of RC Structures23
Progressive Collapse Resistance of Bonded Prestressed Precast Concrete Frames with Buckling-Restrained Rods23
Peak Sliding Displacements of Sliding Base Structures Subjected to Earthquake Excitation22
Seismic Performance of Concrete Bridge Columns Reinforced with High-Strength Steel Varying Steel Geometry and Manufacturing Process22
Economical Weld Details and Design for Continuity and Doubler Plates in Steel Special Moment Frames22
An Analytical Method to Reproduce Seismic Behavior of a Two-Story Cross-Laminated Timber Building at Large Deformation22
Strength and Behavior of Spruce Pine Glulam Timber Moment Connections Using Glued-In Steel Rods22
Development and Experimental Validation of Dissipative Embedded Column Base Connections for Enhanced Seismic Performance of Steel Moment-Resisting Frames22
Rotation Capacity of I-Shaped Beams with Concrete Slab in Buckling-Restrained Braced Frames22
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 Temperatures21
Structural Functionality Evaluation Based on Natural Frequency Measurement21
Experimental Investigation of the Shear Resistance Mechanism on Hybrid NSC-UHPC Predamaged and Undamaged Unidirectional Bridge Slabs21
A Horizontal Stiffener Detailing for Shear Links at the Link-to-Column Connection in Eccentrically Braced Frames21
An Investigation of Climate Change Effects on Design Wind Speeds along the US East and Gulf Coasts21
Experimental Investigation of the Inelastic Cyclic Behavior of Concrete-Filled Double-Skin Tubular Beam-Columns with Corrugated Inner Skins and Ultrahigh-Strength Corner Tubes21
Cross-Sectional Behavior of Austenitic Stainless Steel Welded I-Sections under Major-Axis Combined Loading21
Experimental Investigation of the Structural Response of a Steel-Framed Building Subjected to Traveling Fire20
Design Considerations for Distortional Lateral Buckling20
Estimation of Fatigue Parameters and Life Prediction for Orthotropic Steel Deck Based on Reverse Markov Theory20
Beyond Development: Challenges in Deploying Machine-Learning Models for Structural Engineering Applications20
Postfire Residual Capacities of Aluminum Alloy Unequal-Leg Angle Sections19
Seismic Performance of a Full-Scale Two-Story Bolt-Connected Precast Concrete Composite Wall Panel Building Tested on a Shake Table19
A Data Set from an Extensive Experimental Benchmark Study of the HBTA Bridge Subject to Imposed Damage19
Life-Cycle Typhoon Risk Analysis for Roofs of Low-Rise Buildings Based on the Extremum Probability Density Evolution Method19
Analytical Model for Out-of-Plane Behavior of Steel-Plate Composite Wall-to-Wall L-Joints19
Seismic Pounding Effects of Typical Midrise Reinforced Concrete Structures Subjected to Soil–Structure Interaction Effects19
Experimental Behavior of RC Interfaces between Concretes Cast at Different Times Subjected to Cyclic Actions19
Cyclic Tension–Compression Behaviors of Large-Dimensional Superelastic Shape Memory Alloy Buckling-Restrained Plates19
Numerical Simulation and Parametric Analysis of Posttensioned C-Shaped CLT Shear Walls19
Machine Learning for Enhanced Regional Seismic Risk Assessments19
Ductile Fracture Prediction Framework of Low Yield Point Steel LYP225 under Monotonic Loading: Experiment and Simulation18
Theoretical Building Height Limits of Balloon Mass Timber Shear Wall Systems18
Optimization Analysis of Asymmetric Outrigger-Braced Structures with the Influence of Core-Wall Width18
Consistent Estimate of Brace Fatigue Life Using Axial Deformations Evaluated from Nodal Displacements18
An Adaptive Section Discretization Scheme for the Nonlinear Dynamic Analysis of Steel Frames18
Erratum for “Collapse Resistance of Reinforced Concrete Frame Beams under Sustained Loads”18
Analysis of Torsional Geometrical Properties of Thin-Walled Box Girders with Arbitrary Asymmetrical Cross Sections18
On the Structural Reliability of the Horizontal Shear Limit State for Concrete Insulated Wall Panel Connectors18
Evaluation and Proposal of Strut-and-Tie Method for the Design of Drilled Shaft Footings18
Crack Width Analyses of 50-Story Reinforced Concrete Building by Parallelized Discrete-Like Crack Model18
Tests on Cold-Formed Steel Laced Stub Columns: Axial Strength and Stability Characteristics18
Design Ground Snow Loads: Historical Perspective and State of the Art18
Fire Testing of Glue-Laminated Beam-to-Column Connections18
A Novel Methodology for Inspection and Strength Evaluation of Suspension Bridge Main Cables18
Finite-Element Validation of U-Shaped Flexural Plates Integrated into a Novel Brace Dissipator18
An Experimental Study on Enhancing Progressive Collapse Resistance Using a Steel Fiber–Reinforced Concrete Frame17
Determination of Elastic Engineering Constants in an Orthotropic Constitutive Model for Hardened 3D-Printed Concrete17
Postfire Seismic Responses of High-Strength RC Columns: Experiments and Simulations17
On the Gaussian and Non-Gaussian Characteristics of Nonstationary Seismic Ground Motions17
Aerostatic Performance Improvement Based on a Novel Aerodynamic Countermeasure: Simulation and Wind Tunnel Test17
Methodology for Interdependent Population–Building–Infrastructure Posthazard Functionality Assessment for Communities17
Seismic Vulnerability of Reinforced Concrete Frame Structures: Obtaining Plan or Vertical Mass Irregularity from Structure Use Change17
Real-Time Aeroelastic Hybrid Simulation Method for a Flexible Bridge Deck Section Model17
Experimental Investigation of Cross-Laminated Timber Connections with Glued-In Rods under Monotonic and Cyclic Loading17
Experimental and Numerical Analysis of Prestressed Prefabricated Self-Centering IMS Composite Frame Joints17
Simplified Mechanics-Based Approach for the Seismic Assessment of Corroded Reinforced Concrete Structures16
Understanding Flexibility Effects in the Interaction of Light-Frame Wood Structures with Wave Action16
Time-Dependent Behavior of Reinforced Concrete Columns Subjected to High Sustained Loads16
An Automatic Modal Identification Framework for Civil Structures Based on Deep Learning and Frequency-Damping Heatmaps16
Self-Centering Energy-Dissipative Restrainers Incorporating SMA Ring Springs16
Influence of Stiffness and Damping Parameters of Passive Seismic Control Devices in One-Sided Rocking of Masonry Walls16
Early Warning Method of Structural Damage Using Localized Frequency Cointegration under Changing Environments16
New SEI/ASCE Disproportionate Collapse Mitigation Standard16
Experimental and Numerical Study of Press-Braked S690 High-Strength Steel Channel–Section Columns Failing by Minor-Axis Flexural Buckling16
Seismic Retrofit of Reinforced Concrete Moment Frame Using a BRB with U-Plate Connections16
Manual Estimation of Elastic Lateral-Torsional Buckling Resistance of Linearly Tapered I-Section Members16
Assessment of End Tower Response to Downburst Wind Loads: Experimental and Numerical Studies15
Shear Strength and Crack Width Control of Concrete Beams with High-Strength Shear Reinforcement15
Bending Properties and Lateral Resistance of Historic Timber Foundation Piles in Amsterdam, Netherlands15
Twenty Years of Advances in Disproportionate Collapse Research and Best Practices since 9/11/200115
Ultraductile Bar with Bioinspired Helical Strands15
In-Plane Stability Analysis of Circular Box Arches with Sinusoidal Corrugated Webs15
Probabilistic Gust Factor Model of Typhoon Winds15
Experimental Study of Seismic Performance of an Innovative Low-Damage Self-Centering Composite Steel Plate Shear Wall15
Challenges in GPU-Accelerated Nonlinear Dynamic Analysis for Structural Systems15
Using Shake Table Tests to Characterize the Collaborative Seismic Behavior of the Suspended Ceilings and Masonry Infill Walls of RC Frames15
Reinforced Concrete Buckling-Restrained Braced Frame with Structural Fuse Detailed for Seismic Loading15
Blast Testing of a Cold-Formed Steel-Framed Building with a Roof Truss System: I. Design, Characterization of Blast Pressures, and System-Level Response15
ColumnsNet: Neural Network Model for Constructing Interaction Diagrams and Slenderness Limit for FRP-RC Columns15
Analytical Modeling and Design Resistance of Axially Loaded CHS XX Joints15
Spontaneous Collapse Mechanism of World Trade Center Twin Towers and Progressive Collapse in General15
Additional Shear Strength of RC Beams due to Compression Reinforcement15
Topology Optimization-Based Reinforced Concrete Beams: Design and Experiment14
Bayesian Model Updating for Structural Dynamic Applications Combing Differential Evolution Adaptive Metropolis and Kriging Model14
New Design Approach to High-Strength Steel Staggered-Hole Bolted Connections Failing in Block Shear14
Evaluation of Vertical Seismic Load Effects Specified in the United States Building Code14
Collapse Resistance of Reinforced Concrete Frame Beams under Sustained Loads14
Damage Detection and Localization in a Full-Scale Slice of a Seven-Story Shear Wall Building Tested on the UCSD-NEES Shake Table14
Shake Table Testing and Modeling of New Zealand Light-Frame Wood Buildings14
Deflection Calculation of Damaged RC Beams Strengthened with a BFRP Grid–Reinforced ECC Matrix14
Data-Driven Machine Learning for Predicting the Strength of Pretensioned Concrete Girders Considering Shear Failure Mode14
Mechanics Based Numerical Modeling of Floor-Anchored Nonstructural Components14
Dynamic Hardening Behavior and Ductile Fracture of High-Strength Steel at Intermediate Strain Rates14
Mechanical Behavior of Timber Joints with Laterally Loaded Multiple Densified Wood Dowels under the Loading Parallel to the Grain14
Seismic Behavior of Rectangular Reinforced Concrete Walls Prone to Out-of-Plane Shear-Axial Failure under Bidirectional Loading14
Wind Pressure and Load Analysis on Large Building Roofs: Applicability of Database-Assisted Design to Eurocode 1 and Italian Standards14
Development of Circular Multicell Double-Skin Tubular Columns: Testing and Improved Axial Performance14
Proposed Stiffener Spacing Requirements for Intermediate Length Links in Eccentrically Braced Frames13
A Collapse Mechanics-Based Criterion for the Optimal Proportioning of Steel Moment Frames Subjected to Earthquakes13
Stress-Softening Behavior of High-Damping Rubber Bearings at Low Temperatures13
Experimental Study on the Longitudinal Shear Performance of Composite Frame Beams under Vertical Loads13
Life-Cycle Assessment of Long-Span Bridge’s Wind Resistant Performance Considering Multisource Time-Variant Effects and Uncertainties13
Structural Performance of Cold-Formed Steel Unstiffened and Edge-Stiffened Channel Section Beams13
Optimization-Based Analysis of Diagonal Tension Failure of Reinforced Concrete Dapped-End Beams13
Model to Assess the Seismic Response of Shear-Critical Rectangular Columns13
Erratum for “Development of Nailed Wood Joint Element in ABAQUS” by Jian Xu and J. Daniel Dolan13
Mechanical Performance of Circular Ultrahigh-Performance Concrete–Filled Double Skin High-Strength Steel Tubular Stub Columns under Axial Compression13
Classification and Identification of Buckling Modes of Steel Columns under Cyclic Loading13
Cyclic Response of Composite Steel Gravity Framing Connections in Multibay System-Level Tests13
Reinforced Concrete Beams Strengthened in Flexure with Near-Surface Mounted 7075 Aluminum Alloy Bars13
Design-Oriented Energy Capacity Spectrum Method for Seismic Performance Control of Precast Concrete Structures with Semirigid Connections13
Experimental Investigation of Damage and Failure Modes in Stirrupless Reinforced Concrete Beams under Varied Thermal-Mechanical Loadings13
Nonlinear Wind Tunnel Tests of Cable-Supported Bridges13
Implementation of Cold-Formed Steel Stress–Strain Relationships Using Limited Available Material Parameters13
Development of Aseismic Column with Self-Centering Capacity Only during Restoration13
Time-Dependent Compressive Arch Action Capacity of Reinforced Concrete Frame Beams Resisting Progressive Collapse13
Monitoring and Assessment of Buckling in Slender Members with Varying Lateral Restraint and Thermal Loading Using Distributed Sensing13
Refined Peridynamic Modeling of Bond-Slip Behaviors between Ribbed Steel Rebar and Concrete in Pull-Out Tests13
Erratum for “Full-Scale Seismic Performance Testing of a Predamaged Two-Story Traditional Timber Frame on a Slope Reinforced Using Viscoelastic Dampers”12
Rapid Controller Generation for Vibration Suppression of Structures Using Direct Excitation with Machine Learning12
Plastic Buckling-Straightening Fatigue Life of Large Diameter Reinforcing Steel Bars12
Splitting Capacity of Timber Connections with Densified Wood Dowels Loaded Perpendicular to the Grain12
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 Miranda12
Adaptive Mapping of Design Ground Snow Loads in the Conterminous United States12
Experimental Study of the Two-Way Mechanical Behavior of Tightly Spliced Prestressed Reinforced Concrete Laminated Slab12
Experiments and Combined Microscopic and Macroscopic Simulations of Out-of-Plane Behavior of One-Way S-UHPC-S Composite Wall Strips12
Shear Capacity of Cold-Formed Steel Channels with Edge-Stiffened Web Holes, Unstiffened Web Holes, and Plain Webs12
Force-Based Design Method for Force-Limiting Deformable Connections in Earthquake-Resistant Buildings12
New Macroscopic Model for Simulating the Dynamic Behavior of Elastomeric Bearings12
Tsunami Debris Damming Forces and Associated Coefficients for Elevated Coastal Structure Columns: Experimental Comparison to ASCE 7-22 Minimum Design Loads12
Flexural Behavior of Noncompact and Slender Concrete-Filled U-Section Beams under Negative Bending12
ASCE 7-22 Wind Speed Profiles and Velocity Pressure Exposure Coefficients for Structural Design12
Seismic Performance of Highly Eccentric Reinforced Concrete Beam–Column Joints12
Sensor-Based Simulation of Displacement in Reinforced Concrete Bridge Columns Subjected to Seismic Events Using Bar–Slip Models12
Experimental Investigation of Steel Beams with Mechanically Reduced Sections Strengthened with Basalt Fiber–Reinforced Polymers12
Experimental and Analytical Lateral Performance of Shear Walls with Variable Phases of Deformation12
Feasibility of Timber Pegged Joints for Seismic Design of Structures11
Lateral Torsional Buckling Design for Multi-Ply Structural Composite Lumber Beams11
Practical Nonlinear Analysis Methods for Flexure-Dominated Reinforced Masonry Shear Walls11
Definition and Derivation of Windstorm-Intensity Indicator to Evaluate Wind-Induced Structural Elastoplastic Responses11
Experimental Study of a Self-Centering Damper with Multistage Energy-Dissipation Mechanism11
Static and Fire Behavior of Prefabricated Composite Beams with Reserved Grout Holes: Experiment and Design Assessment11
Machine Learning for Risk and Resilience Assessment in Structural Engineering: Progress and Future Trends11
Finite-Element Simulation of the Lateral Response of Posttensioned Base Rocking Steel Bridge Piers11
Carbon Footprint between Steel-Reinforced Concrete and UHPC Beams11
Steel Sheet Sheathed Cold-Formed Steel Framed In-line Wall Systems. II: Impact of Nonstructural Detailing11
Real-Time Aeroelastic Hybrid Simulation Method for Bridge Deck Section Models11
Analytical Solution for Bending Deformation of Steel–Concrete Composite Beams Considering Nonlinear Interfacial Slip11
Seismic Response of a Typical Shear-Wall Dominated High-Rise Condominium Building during the January 7, 2020, Mw6.4 Indios, Puerto Rico Earthquake11
Modeling by Altering Parameter Values during Time-Dependent Finite-Element Simulations11
Capacity Design of Coupled Composite Plate Shear Wall–Concrete-Filled System11
Experimental Parameter Study of Two-Story Platform-Type CLT Shear Walls11
Advances in Data-Driven Risk-Based Performance Assessment of Structures and Infrastructure Systems11
Reliability-Based Collapse Assessment of Wind-Excited Steel Structures within Performance-Based Wind Engineering11
Steel-Plate Composite Walls Subjected to Missile Impact: Numerical Evaluation of Local Damage11
Effect of Column Eccentricity on Beam-Column Joints Strengthened with Chamfers11
Monotonic Testing of Glue-Laminated Beam-to-Column Connections11
Experimental Investigation on the Structural Performance of Mass Timber Panel-Concrete Composite Floors with Notched Connections11
Design-Level Seismic Estimation of Self-Centering Energy Dissipation–Braced Frame Structures with Partial Recentering Capacity11
Experiments in a Large Boundary Layer Wind Tunnel: Propagation of Noise through the Turbulent Boundary Layer11
Buckling and Critical Temperature Prediction Formulas of Restrained H-Section Steel Columns in Fire11
Efficient Line-Element Method for the Second-Order Analysis of Steel Members with Nonsymmetric Thick-Walled Cross Sections11
Refined Lead Boundary Simulation for Compressive Behavior of Low–Shape Factor Lead-Rubber Bearings11
Evaluation of the Seismic Performance of Unbonded Post-Tensioned Precast Concrete Walls with Internal and External Dampers. II: Design Criteria and Numerical Research11
Ultimate Shear Capacity of the Cold-Formed Steel Torsionally Restrained Beam-to-Column Moment Connection with a Three-Bolted Clip Angle and Flange Cleat11
Postfire Strength of Channel-Type Shear Connectors11
Behavior of Stainless-Steel Hot-Rolled Channel Section Beam–Columns: Testing, Modeling, and Design11
Prediction of the Hydrodynamic Loads on a Full-Scale Caisson at High Reynolds Number10
Risk-Informed Design Optimization of Vertically Distributed Tuned Liquid Wall Dampers for Multihazard Mitigation10
Nailed Connections for Engineered Timber Structures: Extended Kinematic Approach for Consideration of the Rope Effect10
Shear Capacity Analysis of PRC Coupling Beams with RC Slabs10
Performance of Deep Beams with Topologically Optimized Reinforcements: Experimental Verification and Comparison10
Behavior of Hollow Structural Section Branch-to-Casting Node Connections for Free-Form Grid Shell Structures10
Influence of Viscous Damping Models on the Inelastic Response of Reinforced Concrete Columns and Bridges10
Behavior of Steel Plate–Reinforced Cross-Laminated Timber Panels under Out-of-Plane Loading10
Engineering Review of Wind-Induced Torsional Moment and Response of Buildings10
Identification of Modal Properties of a Tall Glue-Laminated Timber Frame Building under Long-Term Ambient Vibrations and Forced Vibrations10
Cyclic Tests and Modeling of CFS Structures with CFRP-Toughened Screws and Special Shape Built-Up End Studs10
Local Buckling of Axially Compressed Welded H-Section Stub Columns Using Q420–Q960 Steel10
Seismic Performance Assessment of Multitiered Steel Buckling-Restrained Braced Frames Designed to 2010 and 2022 AISC Seismic Provisions10
Cyclic-Loading Performance of Steel Beam-to-Column Moment Connections to an I-Section Column10
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