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 2021-03-01 to 2025-03-01.)
ArticleCitations
Ultimate Bearing Capacity of Unconfined Bolted Connections in Cold-Formed Steel Members226
Nondestructive In Situ Imaging of Preexisting Cracks in a Concrete Bridge Using Ultrasonic Coda Wave186
Residual Clamping Force for Corroded Tension-Control Bolts100
Efficient Line-Element Method for the Second-Order Analysis of Steel Members with Nonsymmetric Thick-Walled Cross Sections83
Developing Fracture-Based Fragility Curves for Steel Components in Corrosive Environments79
Experimental and Numerical Studies on Thick Rubber Bearings under Uniaxial and Offset Tensile Loading76
Optimal Seismic Design of Controlled Coupled Multiple Rocking Systems with Viscous Dampers in Irregular Buildings57
Effect of Joint Stiffness on Flexural Performance of a Hybrid FRP-Aluminum Space Truss Structure56
Flexural Performance and Design of Steel-UHTCC Composite Bridge Decks with Different Composite Degrees under Hogging Moments55
Seismic Resilience Enhancement of Irregular Space Structure Using Friction-Damped Self-Centering Tension Braces54
Load Limiters on Temporary Shoring Structures: Tests on a Full-Scale Building Structure under Construction53
Structural Crack Detection from Benchmark Data Sets Using Pruned Fully Convolutional Networks53
Seismic Retrofitting Method Using CFRP Sheets for H-Section Steel Beam with Variable Cross Section51
Experimental Verification of Eccentrically Loaded Steel Joist Analysis with Nonsymmetric Sections50
Shake-Table Experimental Testing and Performance of Topped and Untopped Cross-Laminated Timber Diaphragms47
Short-Term, Long-Term, and Vibration Performance of TCC Floors Using Mass-Timber Panels46
Estimating Exposure Roughness Based on Google Earth45
Seismic Analysis and Design of a Resilient Steel Frame with Multiple Lateral Force–Resisting Systems41
Improved Method of Determination of Basic Wind Speed with Terrain Effects Using Graph Neural Network37
Validation of Numerical Modeling Techniques for Unbonded Post-Tensioned Beams under Low Velocity Impact36
Model Type Effects on the Estimated Seismic Response of a 20-Story Steel Moment Resisting Frame36
Data Set for Cyclic Tests of Eleven Lightly Reinforced Concrete Walls36
Experimental and Numerical Study of Stiffened Steel Plate Shear Walls with Rectangular Openings35
Blast Performance of Steel Frames Equipped with NiTi SMA Bolts: Design Procedure and Numerical Evaluation35
Peak Factor–Based Modal Combination Rule of Response-Spectrum Method for Peak Floor Accelerations35
Parameter Optimization of High-Frequency Floor Based on Semirigid Boundary Conditions and Its Effect on the Serviceability of Human-Induced Vibration33
Large-Scale Wind Testing on Roof Overhangs for a Low-Rise Building33
Seismic Vulnerability Assessment of Self-Centering Prestressed Concrete Frames with and without Masonry Infill Walls: Experimental and Numerical Models32
Parametrized Wind–Surge–Wave Fragility Functions for Wood Utility Poles31
Side-Face Blowout Strength of Large-Diameter High-Strength Headed Bars in a Single Layer or Two Layers Terminated within Exterior Beam–Column Joints31
Semirigid Bolted Endplate Moment Connections: Review and Experimental-Based Assessment of Available Predictive Models31
Fe-SMA–Based Shear Panel Damper: Solution Treatment, Design, and Seismic Performance31
Equivalent Lateral Force Design Method for Longitudinal Buckling-Restrained Braces in Bidirectional Ductile Diaphragms30
Macroelement Model for the Progressive-Collapse Analysis of Infilled Frames30
Reviewers30
Mechanical Behavior of Glued Laminated Bamboo Moment-Resisting Connections29
Development of Rotation Capacity Model for Web Cleat Connections against Progressive Collapse: Bayesian Approach28
New Model for the Lap-Splice Length of Tensile Reinforcement in Concrete Elements27
Development of a Compression-Only Self-Centering Brace with Buckling-Restrained Bars for Energy Dissipation27
Hidden Toe Welds in RHS-to-RHS Overlapped K-Connections27
Advances in Data-Driven Risk-Based Performance Assessment of Structures and Infrastructure Systems27
Experimental Characterization of Cantilever Cross-Laminated Timber Diaphragms under In-Plane Shear Load27
Numerical Modeling of Column Piers with Recessed Spliced Sleeves and Intentional Debonding for Accelerated Bridge Construction27
Two-Way Bending Behavior of Cross-Laminated Timber–Concrete Composite Floors with Alternative Shear Connectors27
Dissipation Effects of Coastal Vegetation on Nearshore Structures under Wave Runup Loading26
Axial Compressive Behavior of Concrete-Encased High-Strength Steel Angle Columns26
MID 1.1: Database for Characterization of the Lateral Behavior of Infilled Frames26
Mechanical Properties of Adhesive-Free Cross-Laminated Timber26
Collapse Behavior of Unequal-Span Multistory Composite Frames under the Scenario of Removing an Internal Column25
Development of a Novel V-D Strut Model for Seismic Analysis of Confined Masonry Buildings25
Effects of Infilled Walls with and without Openings on Progressive Collapse Resistance of Steel Frames under Corner Column Loss Condition25
Shear Performance of Tapered Beams with Concrete Flanges and Corrugated Steel Webs: Theory, Experiments, and Numerical Simulations25
Proposed Backing Bar Detail in Welded Beam-to-Column Connections for Seismic Applications24
Reliability of Existing and Proposed North American Design Provisions for RHS Compression Members with Slender Elements24
Experimental Study of Hollow Concrete-Filled Circular Steel Tubular Beam Column Connected by Thread through Inside Lining Tube24
Reliability-Based Collapse Assessment of Wind-Excited Steel Structures within Performance-Based Wind Engineering24
Probabilistic Postearthquake Vertical Load-Carrying Capacity Loss Model and Rapid Functionality Assessment for Reinforced Concrete Circular Bridge Columns23
Steel-Plate Composite Walls Subjected to Missile Impact: Numerical Evaluation of Local Damage23
Bayesian Joint State-Parameter-Input Estimation of Flexible-Base Buildings from Sparse Measurements Using Timoshenko Beam Models22
Noncasing Brace for Seismic Retrofit Using Low Yield Point Steel: Seismic Performance, Feasibility, and Design Procedure22
Experimental Program on Behavior of Concrete-Filled Steel Deck Composite Diaphragms22
Analytical Strength Prediction Model for Full-Width Circular Hollow Section X-Joints22
Lateral Performance Simulation of Conventional CLT Shear Wall and Structure by Equivalent Decomposed Wall Model22
A Procedure for Performing Nonlinear Pushover Analysis for Tsunami Loading to ASCE 722
Experimental Evaluation of Low Fidelity Models on Co-Kriging Metamodeling of Global Structural Response through Real-Time Hybrid Simulation22
Toward Consistent Prediction of Web-Shear Capacity for Hollow-Core Slabs Using Strut-and-Tie Models21
Erratum for “Variability in Seismic Collapse Probabilities of Solid- and Coupled-Wall Buildings” by Nasser A. Marafi, Kamal A. Ahmed, Dawn E. Lehman, and Laura N. Lowes21
Practical Approach to Digitally Simulate Nonsynoptic Wind Velocity Profiles and Its Implications on the Response of Monopole Towers21
Discussion of “Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Collapse Loading Protocols” by Yusuke Suzuki and Dimitrios G. Lignos21
Properties of Tornado Wind Speed Profiles Used in the Development of the ASCE 7-22 Tornado Provisions20
Investigation of the Aerodynamic Forces on a 600-m-High Supertall Building by Field Measurements and Wind Tunnel Test20
Behavior and Design of Power-Actuated Fastener Connections in Cold-Formed Steels Subjected to Shear20
Adaptive Mapping of Design Ground Snow Loads in the Conterminous United States20
Seismic Loss Estimation Using Visual Damage Models20
Rotation Capacity of I-Shaped Beam Failed by Local Buckling in Buckling-Restrained Braced Frames with Rigid Beam-Column Connections20
Lateral Performance of Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls: Experimental Tests and Analytical Modeling20
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 Miranda20
Seismic Performance of Steel Beams to Diamond-Shaped Concrete-Filled Steel Tube Column Connections: Concept and Validation19
Experimental Parameter Study of Two-Story Platform-Type CLT Shear Walls19
Flexure-Shear Capacity of Perforated Steel Beams Reinforced with Novel Ring Plates19
Out-of-Plane Behavior of URM Infill: Accuracy of Available Capacity Models19
Softened Strut-and-Tie Model for Shear and Flexural Strengths of Reinforced Concrete Pile Caps19
Lumped Parameter Model for Liquid Sloshing in a Cylindrical Tank Equipped with Multiple Annular Baffles18
Residual Stress and Global Deflection Limits for Future Hot-Rolled Steel Asymmetric I-Beams18
Improving Existing Inverted-T Bent Caps for Serviceability and Strength by Retrofitting with Supplemental Steel18
Structural Investigation of Shear Performance of Square CFST Column Joints with Extended Hollo-Bolts18
Fragility Modeling of Urban Building Envelopes Subjected to Windborne Debris Hazards18
Tensile Behavior of Groups of Double-Headed Anchored Blind Bolts within Concrete-Filled Square Hollow Sections under Cyclic Loading18
Ultimate Shear Capacity of the Cold-Formed Steel Torsionally Restrained Beam-to-Column Moment Connection with a Three-Bolted Clip Angle and Flange Cleat18
Design of Cold-Formed Steel Built-Up Back-to-Back Columns Subject to Local-Flexural Interactive Buckling18
Experimental Study of the Postfire Mechanical Properties of Grade 14.9 Superhigh-Tension Bolt17
Bonding Time and Prestress Loss in Precast Pretensioned Concrete during Steam Curing17
Earthquake and Postearthquake Fire Testing of a Midrise Cold-Formed Steel-Framed Building. II: Shear Wall Behavior and Design Implications17
Response of Structures to Bidirectional Seismic Loading: Research Progress and Future Directions17
Experimental Evaluation on Structural Behaviors of ETFE Cushion Structures Subjected to Progressive Loading17
Modal Identification of 38 Supertall Buildings and Establishment of Predictive Models17
Cyclic Testing of High-Capacity CLT Shear Walls17
Refined Lead Boundary Simulation for Compressive Behavior of Low–Shape Factor Lead-Rubber Bearings17
Impact of a Fifty-Year-Recurrence Super Typhoon on Skyscrapers in Hong Kong: Large-Scale Field Monitoring Study17
Standard Pushout Tests and Design Rules for a Bolted–Welded Hybrid Demountable Shear Connector17
What We Can and Cannot Learn from a Single Shear Test of a Very Large RC Beam17
Cyclic Lateral Load Test for RC Moment Frames Retrofitted with External Steel Frames17
Treatment of Warping Deformation of Curved I-Beams for Out-of-Plane Deformational Analysis by Straight-Element Approach17
Shear Behavior of Ultrahigh-Performance Concrete Pretensioned Bridge Girders16
Progressive Collapse Analysis of the Champlain Towers South in Surfside, Florida16
Development of Topographic Wind Speedups and Hurricane Hazard Maps for Puerto Rico16
Effects of the Georgia Sedimentary Basin on the Response of Modern Tall RC Shear-Wall Buildings to M9 Cascadia Subduction Zone Earthquakes16
Earthquake Resilience of Spatially Distributed Building Clusters: Methodology and Application16
New Macroscopic Model for Simulating the Dynamic Behavior of Elastomeric Bearings16
Elastic Lateral Torsional Buckling of I-Beams Strengthened While under Loading16
Experimental Testing of Unreinforced Masonry Shear Walls and Comparison with Nominal Capacity Predictions16
Seismic Performance of a Long-Span Cable-Stayed Bridge under Spatially Varying Bidirectional Spectrum-Compatible Ground Motions16
Symbolic Deep Learning for Structural System Identification16
Development of Controlled Rocking Masonry Walls with Energy Dissipation Accessible in a Steel Base16
Seismic Response of Yielding Multistory Steel Buildings Equipped with Pressurized Sand Dampers15
Strength Determination and Fracture Characteristics of Bolted Connections15
Seismic Performance of Timber Frames with Timber Buckling-Restrained Braces15
Static and Fire Behavior of Prefabricated Composite Beams with Reserved Grout Holes: Experiment and Design Assessment15
Double-HSS Seismic Resistant Beam-to-Column Moment Connections15
Full-Scale Shake Table Test Damage Data Collection Using Terrestrial Laser-Scanning Techniques15
A Parametric Study on Earthquake-Damaged Square Hollow Section T-Joints under Fire Conditions15
Experimental and Analytical Lateral Performance of Shear Walls with Variable Phases of Deformation15
Postfire Strength of Channel-Type Shear Connectors15
Strength of Shear Nailed Connections in Thin Steel Sheets15
Performance-Based Hurricane Engineering under Changing Climate Conditions: General Framework and Performance of Single-Family Houses in the US15
Evaluating Lap-Splice Length Requirements for Grade 80 Deformed Bars in Structural Masonry15
Machine Learning for Risk and Resilience Assessment in Structural Engineering: Progress and Future Trends14
Effects of Biaxial Bending and Axial Restraint on Hybrid Fiber Reinforced High-Performance Concrete Columns at Elevated Temperatures14
Wind-Tunnel Testing of Low- and Midrise Buildings under Heterogeneous Upwind Terrains14
Effect of Seismic Isolation on Fragility of Bridges with Scoured Foundations14
Use of Natural Fiber and Recyclable Materials for Spacers in Typical Space Truss Connections14
Experimental Study of a Self-Centering Damper with Multistage Energy-Dissipation Mechanism14
Effects of Stirrup Corrosion on the Shear Performance of Reinforced Concrete Beams after Fire Exposure14
Research on Collapse Mechanism and Failure Criterion of Superlarge Cooling Tower under Downburst Effect14
Capacity Design of Coupled Composite Plate Shear Wall–Concrete-Filled System14
Mechanics of Shear Failure in Fiber-Reinforced Concrete Beams14
Seismic Performance of Pretensioned Centrifugal Spun Concrete Piles with Combined Steel Strands and Deformed Steel Bars14
Cyclic Response of Sloped Extended End-Plate Moment Connections14
Behavior of High-Strength and Ultrahigh-Performance Concrete Targets Subjected to Relatively Rigid Projectile Impact14
Evaluation of the Seismic Performance of Unbonded Post-Tensioned Precast Concrete Walls with Internal and External Dampers. II: Design Criteria and Numerical Research14
Multinode Gradient Inelastic Force-Based Beam-Column Element Formulation14
Potential Loss in Prestressing Tendon Forces under Long-Term Service Conditions: Cross-Laminated Timber Shear Wall Applications13
Experimental Testing of a Low-Damage Post-Tensioned C-Shaped CLT Core-Wall13
Unscented Kalman Filter–Based Fusion of GNSS, Accelerometer, and Rotation Sensors for Motion Tracking13
Improving the Efficiency of a Novel Controlled-Sliding-Based Isolation System for Brick Masonry Structures13
Flexural Behavior of High-Strength Rectangular Concrete-Filled Steel Tube Members13
Mechanical Performance of Puzzle-Shaped Shear Connectors Subjected to Fully Reversed Cyclic Stress13
Carbon Footprint between Steel-Reinforced Concrete and UHPC Beams13
Metamodeling Framework for Multivariate Probabilistic Prediction of Story-Drift Profile of Multistory Buildings13
Response of Embedded Plates in Reinforced Concrete Loaded in Eccentric Shear towards an Edge13
Seismic Performance of Welded Stainless Steel H-Section Columns under Cyclic Horizontal Loading13
Seismic Performance of Highly Eccentric Reinforced Concrete Beam–Column Joints13
Experimental and Numerical Study of the Performance of Self-Centering Frame Structures Subjected to Debris-Flow Impacts13
Measuring Support Reactions in a Composite Model Bridge Using Distributed Fiber Optic Sensing13
Seismic Drift Demand Estimation for Steel Moment Frame Buildings: From Mechanics-Based to Data-Driven Models12
A Novel Model for Shear Strength Prediction of a Steel–UHPC Composite Structure Considering Interface Friction12
Influence of Standoff Distance on the Response of RC Columns Subjected to Close-In Explosions12
Methodology for Regional Multihazard Hurricane Damage and Risk Assessment12
Seismic Debris Field for Collapsed RC Moment Resisting Frame Buildings12
Fatigue Performance of Bird-Beak SHS Gap K-Joints under Brace In-Plane Force12
Development and Experimental Study of a New Rotational Metallic Damper for the Beam–Column Connection12
Seismic Strengthening of Concrete Columns by Ultrahigh-Performance Fiber-Reinforced Concrete Jacketing12
Self-Centering Rotational Joints for Seismic Resilient Steel Moment Resisting Frame12
Uniaxial Monotonic and Cyclic Compressive Stress–Strain Model for Concrete-Filled Thin-Walled Helical Corrugated Steel Tubes12
Development of Novel Self-Centering Timber Beam–Column Connections with SMA Bars12
Numerical Investigation of High-Strength Steel and Ultrahigh-Performance Concrete for Ductile Rectangular Hollow Columns12
Performance-Based Wind Design of High-Rise Buildings Using Generated Time-History Wind Loads12
Impact Response of Double-Layer Steel-RULCC-Steel Sandwich Panels: Experimental, Numerical, and Analytical Approaches12
Force-Based Design Method for Force-Limiting Deformable Connections in Earthquake-Resistant Buildings11
Multiaxial Real-Time Hybrid Simulation for Substructuring with Multiple Boundary Points11
Virtual Constant Load Method for Moving Force Identification on Simply Supported Beam11
Experimental Performance of a Full-Scale Spatial RC Frame with Buckling-Restrained Braces Subjected to Bidirectional Loading11
Probabilistic Comparative Assessment of Structural Cement Composite Compressive Strength–Porosity Models11
Tsunami Debris Damming Forces and Associated Coefficients for Elevated Coastal Structure Columns: Experimental Comparison to ASCE 7-22 Minimum Design Loads11
A Review of Data Management and Visualization Techniques for Structural Health Monitoring Using BIM and Virtual or Augmented Reality11
Full-Scale Seismic Performance Testing of a Predamaged Two-Story Traditional Timber Frame on a Slope Reinforced Using Viscoelastic Dampers11
Estimating Earthquake-Induced Displacement Responses of Building Structures Using Time-Varying Model and Limited Acceleration Data11
Structural Identification of a 52-Story High-Rise in Downtown Los Angeles Based on Short-Term Wind Vibration Measurements11
Finite-Element Limit Analysis for Solid Modeling of Reinforced Concrete11
Seismic Hybrid Testing of Two-Story Low Aspect Ratio RC Shear Walls with Different Configurations in Nuclear Facilities11
Experimental Study on the Behavior of a Novel Stiffened Hexagonal CFDST Stub Column under Axial Load11
Influence of Spacing and Slenderness Ratio of End-Socketed Pile Foundation on Seismic Response of Building Considering Soil–Pile–Structure Interaction: An Experimental Approach11
Investigation of Anchor Nut Loosening on Highway Ancillary Structures11
Structural Topology Design Optimization of Fiber-Reinforced Composite Frames with Fundamental Frequency Constraints11
Design of Tuned Mass Damper Fluid Inerter for Wind-Induced Vibration Control of a Tall Building11
Seismic Performance of Buildings Equipped with Four-Joint Rotational Friction Dampers in Mainshock–Aftershock Sequences11
Experiments in a Large Boundary Layer Wind Tunnel: Propagation of Noise through the Turbulent Boundary Layer10
Experimental and Analytical Investigation of Shallow Floor Composite Beams under Extreme Deformation10
Stiffness of Rubber Bearings Considering Nonstandard Top and Bottom Boundary Conditions10
Finite-Element Simulation of the Lateral Response of Posttensioned Base Rocking Steel Bridge Piers10
Shear Strength Model for Reinforced Concrete Bridge Columns with Multispiral Transverse Reinforcement10
Experimental Seismic Response of a Damaged Brick Cave Dwelling Repaired Using a Cement Mortar Coating with Polypropylene Packing Strap Mesh10
Simplified Methods for Progressive Collapse Assessment of Frame Structures10
Wind Load Evaluation of Low-Rise Residential Buildings for Coastal Communities Using Database-Assisted Design Method10
Splice Connections for Built-Up Column Assemblies in Cold-Formed Steel Construction10
RC Structures with High and Ultrahigh-Performance Materials10
Automated Bridge Inspection Image Retrieval Based on Deep Similarity Learning and GPS10
Dynamic Response Prediction of RC Structural Components Subjected to Combined Blast and Fragment Impact10
Simplified Predictive Expressions of Drift Limit States for Reinforced Concrete Circular Bridge Columns10
Shake-Table Tests and Numerical Analysis of Steel Frames with Self-Centering Viscous-Hysteretic Devices under the Mainshock–Aftershock Sequences10
Data Analytics in Structural Engineering10
The New Self-Anchored Suspension Bridge of the San Francisco Bay Bridge System: A Preliminary Study of Its Response and Behavior during a Small Earthquake10
Reliability Bases for Tornado Load Criteria for ASCE Standard 7-2210
Development and Performance of Innovative Steel Wedge Block–Crossed Inclined Stud–UHPC Connections for Composite Bridge10
Cyclic Behavior of Reinforced Concrete Columns with L-Shaped Ties10
Design Live Loads for Office Gathering Spaces10
Buckling and Critical Temperature Prediction Formulas of Restrained H-Section Steel Columns in Fire10
High-Strength Materials for the Response Enhancement of Reinforced Concrete Structures Subjected to Cased Explosive Charges10
Unified Truss-Arch Model for the Analysis of Bending-Shear Interaction in Reinforced Concrete Members10
Lateral Resistance of Sheathing-to-Framing Nailed Joints with an Intermediate Insulation Layer10
Effect of Column Eccentricity on Beam-Column Joints Strengthened with Chamfers10
Mechanical Characterization of Connections for Modular Cross-Laminated Timber Construction Using Underutilized Lumber10
Stability of Members and Connections in Cold-Formed and Hot Rolled Steel Structures9
Experimental Testing of Tall Slender Masonry Walls with Different Rotational Base Stiffnesses9
Analytical Solution for Bending Deformation of Steel–Concrete Composite Beams Considering Nonlinear Interfacial Slip9
Identification of Modal Properties of a Tall Glue-Laminated Timber Frame Building under Long-Term Ambient Vibrations and Forced Vibrations9
Lateral Load Capacity of WikiHouse Composite Walls from CNC-Cut Timber9
Multiaxis Hybrid Simulation of Collapse Resistant Buildings with Ductile Soft Story Formed by Concrete-Filled Steel Tube Columns9
Experimental Testing and Numerical Simulation of Timber-Concrete Composite Floors in Fire9
Noncontact Operational Modal Analysis of a High-Rise Building Based on an Interferometric Radar System and Combined Modal Estimation Scheme9
Static Load Test on Progressive Collapse Resistance of Precast Prestressed Hollow Core Slabs9
Parametric Studies on Seismic Performance of New Precast Braced Concrete Shear Walls under Cyclic Loading9
Experimental and Numerical Investigation of Cladding–Girt Systems Subjected to Blast Loading9
Shake-Table Tests of a Pile-Supported Low-Rise Reinforced Concrete Building Designed to Japanese Building Standards9
Nondestructive Assessment of Elastomeric Bridge Bearings Using 3D Digital Image Correlation9
CLEMSON: An Automated Machine-Learning Virtual Assistant for Accelerated, Simulation-Free, Transparent, Reduced-Order, and Inference-Based Reconstruction of Fire Response of Structural Members9
Seismic Performance of Reinforced Concrete Beams with Proposed Lap-Spliced Intermediate Hoops9
Theoretical Axial and Lateral Stress–Strain Model for Steel Tube–Reinforced Concrete Column9
Real-Time Aeroelastic Hybrid Simulation Method for Bridge Deck Section Models9
Experimental Assessment on Step Joint Timber Connections9
Fire-Resistant Design Methods of U-Shaped Steel-Concrete Composite Beams under Distributed Loading9
Fire-Resistance Mechanism and Residual Bearing Capacity of Prestressed Concrete Beams after Fire Exposure9
Forced-Vibration Tests of a Reinforced Concrete Four-Story Building Structure9
Experimental Investigation of Lateral Behavior of Light-Frame Shear Walls Applied with Elastomeric Adhesive9
Development of a Flexural Yielding Energy Dissipation Device for Controlled Rocking Systems9
Load-Carrying Capacity of Corroded Gusset Plate Connection and Its Repair Using CFRP Sheets9
Seismic Performance of Self-Centering Square Concrete-Filled Steel Tubular Column-to-Steel Beam Connection under Variable Axial Force9
Subduction and Shallow Earthquake Demand on Coupled Composite Plate Shear Wall–Concrete-Filled System9
Evaluation and Enhancement of Robustness for Reinforced Concrete Buildings9
Innovative Hamburger-Shaped Eddy Current Damper Designed for Wind-Induced Vibration Control of Civil Structures9
Numerical Parametric Study on Structural Response of Drilled Shaft Footings Subjected to Concentric Axial Force9
Performance-Based Design of Posttensioned Cross-Laminated Timber and Light-Frame Wood Shear Wall Hybrid System9
Finite-Element Modeling of Bunkie Structures Subjected to Boundary Layer and Thunderstorm Flows9
Three-Dimensional Response Evaluation of an Innovative Low-Damage Drywall Partition Wall System for Multistory Buildings9
Stability of Single-Bolted Thin-Walled Steel Angle Members with Stochastic Imperfections9
Optimum Design of Pendulum Tuned Mass Dampers Considering Control Performance Degradation from Damper Connection9
Experimental Parameter Study on CLT Shear Walls with Self-Tapping Screw Connections9
Nonlinear Models of Multistory Timber Frames with Timber Buckling-Restrained Braces9
Experimental Investigation and Estimation of Wind Load and Wind-Induced Responses of Monopole Three-Sided Billboard9
Out-of-Plane Performance of Lightweight AAC Infills within RC Frames Using Noncontact Full-Field Strain Measurement Technique9
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