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 2021-04-01 to 2025-04-01.)
ArticleCitations
Ultimate Bearing Capacity of Unconfined Bolted Connections in Cold-Formed Steel Members261
Nondestructive In Situ Imaging of Preexisting Cracks in a Concrete Bridge Using Ultrasonic Coda Wave218
Efficient Line-Element Method for the Second-Order Analysis of Steel Members with Nonsymmetric Thick-Walled Cross Sections119
Experimental Investigation of Steel Beams with Mechanically Reduced Sections Strengthened with Basalt Fiber–Reinforced Polymers104
Hybrid Simulation Tests of Real-Scale Squat Reinforced Concrete Shear Wall Specimens91
Developing Fracture-Based Fragility Curves for Steel Components in Corrosive Environments84
Structural Crack Detection from Benchmark Data Sets Using Pruned Fully Convolutional Networks68
Seismic Retrofitting Method Using CFRP Sheets for H-Section Steel Beam with Variable Cross Section68
Softened Strut-and-Tie Model for Shear and Flexural Strengths of Reinforced Concrete Pile Caps65
Flexural Behavior of High-Strength Rectangular Concrete-Filled Steel Tube Members64
Probabilistic Postearthquake Vertical Load-Carrying Capacity Loss Model and Rapid Functionality Assessment for Reinforced Concrete Circular Bridge Columns61
Structural Identification of a 52-Story High-Rise in Downtown Los Angeles Based on Short-Term Wind Vibration Measurements59
Fatigue Performance of Bird-Beak SHS Gap K-Joints under Brace In-Plane Force59
Behavior and Design of Power-Actuated Fastener Connections in Cold-Formed Steels Subjected to Shear57
Development and Experimental Study of a New Rotational Metallic Damper for the Beam–Column Connection56
Experimental Verification of Eccentrically Loaded Steel Joist Analysis with Nonsymmetric Sections51
Shake-Table Experimental Testing and Performance of Topped and Untopped Cross-Laminated Timber Diaphragms49
Improved Method of Determination of Basic Wind Speed with Terrain Effects Using Graph Neural Network48
Model Type Effects on the Estimated Seismic Response of a 20-Story Steel Moment Resisting Frame47
Validation of Numerical Modeling Techniques for Unbonded Post-Tensioned Beams under Low Velocity Impact43
Blast Performance of Steel Frames Equipped with NiTi SMA Bolts: Design Procedure and Numerical Evaluation40
Experimental and Numerical Study of Stiffened Steel Plate Shear Walls with Rectangular Openings40
Peak Factor–Based Modal Combination Rule of Response-Spectrum Method for Peak Floor Accelerations39
Parameter Optimization of High-Frequency Floor Based on Semirigid Boundary Conditions and Its Effect on the Serviceability of Human-Induced Vibration38
Large-Scale Wind Testing on Roof Overhangs for a Low-Rise Building38
Side-Face Blowout Strength of Large-Diameter High-Strength Headed Bars in a Single Layer or Two Layers Terminated within Exterior Beam–Column Joints37
Seismic Vulnerability Assessment of Self-Centering Prestressed Concrete Frames with and without Masonry Infill Walls: Experimental and Numerical Models37
Semirigid Bolted Endplate Moment Connections: Review and Experimental-Based Assessment of Available Predictive Models36
Equivalent Lateral Force Design Method for Longitudinal Buckling-Restrained Braces in Bidirectional Ductile Diaphragms36
Parametrized Wind–Surge–Wave Fragility Functions for Wood Utility Poles36
Fe-SMA–Based Shear Panel Damper: Solution Treatment, Design, and Seismic Performance36
Development of Rotation Capacity Model for Web Cleat Connections against Progressive Collapse: Bayesian Approach35
Mechanical Behavior of Glued Laminated Bamboo Moment-Resisting Connections35
Reviewers35
Hidden Toe Welds in RHS-to-RHS Overlapped K-Connections34
Self-Centering Rotational Joints for Seismic Resilient Steel Moment Resisting Frame34
Two-Way Bending Behavior of Cross-Laminated Timber–Concrete Composite Floors with Alternative Shear Connectors34
Seismic Performance of a Long-Span Cable-Stayed Bridge under Spatially Varying Bidirectional Spectrum-Compatible Ground Motions34
Seismic Resilience Enhancement of Irregular Space Structure Using Friction-Damped Self-Centering Tension Braces34
Seismic Performance of Welded Stainless Steel H-Section Columns under Cyclic Horizontal Loading34
Optimal Seismic Design of Controlled Coupled Multiple Rocking Systems with Viscous Dampers in Irregular Buildings33
Investigation of the Aerodynamic Forces on a 600-m-High Supertall Building by Field Measurements and Wind Tunnel Test33
Short-Term, Long-Term, and Vibration Performance of TCC Floors Using Mass-Timber Panels33
Response of Structures to Bidirectional Seismic Loading: Research Progress and Future Directions33
Numerical Modeling of Column Piers with Recessed Spliced Sleeves and Intentional Debonding for Accelerated Bridge Construction32
Experimental Characterization of Cantilever Cross-Laminated Timber Diaphragms under In-Plane Shear Load32
Advances in Data-Driven Risk-Based Performance Assessment of Structures and Infrastructure Systems30
MID 1.1: Database for Characterization of the Lateral Behavior of Infilled Frames29
Axial Compressive Behavior of Concrete-Encased High-Strength Steel Angle Columns29
New Model for the Lap-Splice Length of Tensile Reinforcement in Concrete Elements29
Shear Performance of Tapered Beams with Concrete Flanges and Corrugated Steel Webs: Theory, Experiments, and Numerical Simulations28
Reliability of Existing and Proposed North American Design Provisions for RHS Compression Members with Slender Elements28
Collapse Behavior of Unequal-Span Multistory Composite Frames under the Scenario of Removing an Internal Column28
Effects of Infilled Walls with and without Openings on Progressive Collapse Resistance of Steel Frames under Corner Column Loss Condition28
Steel-Plate Composite Walls Subjected to Missile Impact: Numerical Evaluation of Local Damage27
Experimental Study of Hollow Concrete-Filled Circular Steel Tubular Beam Column Connected by Thread through Inside Lining Tube27
Lateral Performance Simulation of Conventional CLT Shear Wall and Structure by Equivalent Decomposed Wall Model27
Reliability-Based Collapse Assessment of Wind-Excited Steel Structures within Performance-Based Wind Engineering27
Experimental Program on Behavior of Concrete-Filled Steel Deck Composite Diaphragms27
Proposed Backing Bar Detail in Welded Beam-to-Column Connections for Seismic Applications27
Discussion of “Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Collapse Loading Protocols” by Yusuke Suzuki and Dimitrios G. Lignos26
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. Lowes26
A Procedure for Performing Nonlinear Pushover Analysis for Tsunami Loading to ASCE 726
Toward Consistent Prediction of Web-Shear Capacity for Hollow-Core Slabs Using Strut-and-Tie Models26
Noncasing Brace for Seismic Retrofit Using Low Yield Point Steel: Seismic Performance, Feasibility, and Design Procedure26
Practical Approach to Digitally Simulate Nonsynoptic Wind Velocity Profiles and Its Implications on the Response of Monopole Towers25
Adaptive Mapping of Design Ground Snow Loads in the Conterminous United States25
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 Miranda25
Properties of Tornado Wind Speed Profiles Used in the Development of the ASCE 7-22 Tornado Provisions25
Flexure-Shear Capacity of Perforated Steel Beams Reinforced with Novel Ring Plates24
Seismic Performance of Steel Beams to Diamond-Shaped Concrete-Filled Steel Tube Column Connections: Concept and Validation24
Rotation Capacity of I-Shaped Beam Failed by Local Buckling in Buckling-Restrained Braced Frames with Rigid Beam-Column Connections24
Fragility Modeling of Urban Building Envelopes Subjected to Windborne Debris Hazards23
Design of Cold-Formed Steel Built-Up Back-to-Back Columns Subject to Local-Flexural Interactive Buckling23
Residual Stress and Global Deflection Limits for Future Hot-Rolled Steel Asymmetric I-Beams23
Experimental Parameter Study of Two-Story Platform-Type CLT Shear Walls23
Mechanical Properties of Adhesive-Free Cross-Laminated Timber22
Improving Existing Inverted-T Bent Caps for Serviceability and Strength by Retrofitting with Supplemental Steel22
Improving the Efficiency of a Novel Controlled-Sliding-Based Isolation System for Brick Masonry Structures22
Structural Investigation of Shear Performance of Square CFST Column Joints with Extended Hollo-Bolts22
Lateral Performance of Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls: Experimental Tests and Analytical Modeling22
Ultimate Shear Capacity of the Cold-Formed Steel Torsionally Restrained Beam-to-Column Moment Connection with a Three-Bolted Clip Angle and Flange Cleat22
Lumped Parameter Model for Liquid Sloshing in a Cylindrical Tank Equipped with Multiple Annular Baffles22
Bonding Time and Prestress Loss in Precast Pretensioned Concrete during Steam Curing21
Experimental Study of the Postfire Mechanical Properties of Grade 14.9 Superhigh-Tension Bolt21
What We Can and Cannot Learn from a Single Shear Test of a Very Large RC Beam20
Modal Identification of 38 Supertall Buildings and Establishment of Predictive Models20
Earthquake and Postearthquake Fire Testing of a Midrise Cold-Formed Steel-Framed Building. II: Shear Wall Behavior and Design Implications20
Treatment of Warping Deformation of Curved I-Beams for Out-of-Plane Deformational Analysis by Straight-Element Approach20
Cyclic Testing of High-Capacity CLT Shear Walls20
Development of Controlled Rocking Masonry Walls with Energy Dissipation Accessible in a Steel Base19
Cyclic Lateral Load Test for RC Moment Frames Retrofitted with External Steel Frames19
Digitally Augmented Database of Fracture-Critical Steel Beam-to-Column Connection Tests19
Effects of the Georgia Sedimentary Basin on the Response of Modern Tall RC Shear-Wall Buildings to M9 Cascadia Subduction Zone Earthquakes19
Hysteretic Behavior of a Multifunctional Phased Self-Adaptive Rotational Friction Damper19
Experimental Testing of Unreinforced Masonry Shear Walls and Comparison with Nominal Capacity Predictions19
Shear Behavior of Ultrahigh-Performance Concrete Pretensioned Bridge Girders19
Symbolic Deep Learning for Structural System Identification18
Elastic Lateral Torsional Buckling of I-Beams Strengthened While under Loading18
Postfire Strength of Channel-Type Shear Connectors18
Earthquake Resilience of Spatially Distributed Building Clusters: Methodology and Application18
Development of Topographic Wind Speedups and Hurricane Hazard Maps for Puerto Rico18
Seismic Response of Yielding Multistory Steel Buildings Equipped with Pressurized Sand Dampers18
Strength of Shear Nailed Connections in Thin Steel Sheets18
New Macroscopic Model for Simulating the Dynamic Behavior of Elastomeric Bearings18
Performance-Based Hurricane Engineering under Changing Climate Conditions: General Framework and Performance of Single-Family Houses in the US18
Double-HSS Seismic Resistant Beam-to-Column Moment Connections18
Effects of Stirrup Corrosion on the Shear Performance of Reinforced Concrete Beams after Fire Exposure17
Experimental and Analytical Lateral Performance of Shear Walls with Variable Phases of Deformation17
Static and Fire Behavior of Prefabricated Composite Beams with Reserved Grout Holes: Experiment and Design Assessment17
Cyclic Response of Sloped Extended End-Plate Moment Connections17
Research on Collapse Mechanism and Failure Criterion of Superlarge Cooling Tower under Downburst Effect17
Multinode Gradient Inelastic Force-Based Beam-Column Element Formulation17
Seismic Performance of Highly Eccentric Reinforced Concrete Beam–Column Joints17
Experimental and Numerical Study of the Performance of Self-Centering Frame Structures Subjected to Debris-Flow Impacts17
Strength Determination and Fracture Characteristics of Bolted Connections17
A Parametric Study on Earthquake-Damaged Square Hollow Section T-Joints under Fire Conditions17
Behavior of High-Strength and Ultrahigh-Performance Concrete Targets Subjected to Relatively Rigid Projectile Impact17
Wind-Tunnel Testing of Low- and Midrise Buildings under Heterogeneous Upwind Terrains17
Effect of Seismic Isolation on Fragility of Bridges with Scoured Foundations17
Use of Natural Fiber and Recyclable Materials for Spacers in Typical Space Truss Connections17
Unscented Kalman Filter–Based Fusion of GNSS, Accelerometer, and Rotation Sensors for Motion Tracking17
Probabilistic Comparative Assessment of Structural Cement Composite Compressive Strength–Porosity Models17
Evaluating Lap-Splice Length Requirements for Grade 80 Deformed Bars in Structural Masonry17
Flexural Performance and Design of Steel-UHTCC Composite Bridge Decks with Different Composite Degrees under Hogging Moments17
Seismic Performance of Pretensioned Centrifugal Spun Concrete Piles with Combined Steel Strands and Deformed Steel Bars17
Capacity Design of Coupled Composite Plate Shear Wall–Concrete-Filled System17
Carbon Footprint between Steel-Reinforced Concrete and UHPC Beams17
Metamodeling Framework for Multivariate Probabilistic Prediction of Story-Drift Profile of Multistory Buildings17
Potential Loss in Prestressing Tendon Forces under Long-Term Service Conditions: Cross-Laminated Timber Shear Wall Applications16
Macroelement Model for the Progressive-Collapse Analysis of Infilled Frames16
Refined Lead Boundary Simulation for Compressive Behavior of Low–Shape Factor Lead-Rubber Bearings16
Response of Embedded Plates in Reinforced Concrete Loaded in Eccentric Shear towards an Edge16
Seismic Drift Demand Estimation for Steel Moment Frame Buildings: From Mechanics-Based to Data-Driven Models16
Performance-Based Wind Design of High-Rise Buildings Using Generated Time-History Wind Loads16
Seismic Debris Field for Collapsed RC Moment Resisting Frame Buildings16
Measuring Support Reactions in a Composite Model Bridge Using Distributed Fiber Optic Sensing16
Development of Novel Self-Centering Timber Beam–Column Connections with SMA Bars16
Mechanical Performance of Puzzle-Shaped Shear Connectors Subjected to Fully Reversed Cyclic Stress16
Influence of Standoff Distance on the Response of RC Columns Subjected to Close-In Explosions15
Experimental Study on the Behavior of a Novel Stiffened Hexagonal CFDST Stub Column under Axial Load15
Finite-Element Limit Analysis for Solid Modeling of Reinforced Concrete15
Uniaxial Monotonic and Cyclic Compressive Stress–Strain Model for Concrete-Filled Thin-Walled Helical Corrugated Steel Tubes15
Seismic Strengthening of Concrete Columns by Ultrahigh-Performance Fiber-Reinforced Concrete Jacketing15
Estimating Earthquake-Induced Displacement Responses of Building Structures Using Time-Varying Model and Limited Acceleration Data15
Impact Response of Double-Layer Steel-RULCC-Steel Sandwich Panels: Experimental, Numerical, and Analytical Approaches15
Methodology for Regional Multihazard Hurricane Damage and Risk Assessment15
Investigation of Anchor Nut Loosening on Highway Ancillary Structures15
Design of Tuned Mass Damper Fluid Inerter for Wind-Induced Vibration Control of a Tall Building14
Force-Based Design Method for Force-Limiting Deformable Connections in Earthquake-Resistant Buildings14
Seismic Performance of Buildings Equipped with Four-Joint Rotational Friction Dampers in Mainshock–Aftershock Sequences14
Numerical Investigation of High-Strength Steel and Ultrahigh-Performance Concrete for Ductile Rectangular Hollow Columns14
Progressive Collapse Analysis of the Champlain Towers South in Surfside, Florida14
Seismic Hybrid Testing of Two-Story Low Aspect Ratio RC Shear Walls with Different Configurations in Nuclear Facilities14
Full-Scale Seismic Performance Testing of a Predamaged Two-Story Traditional Timber Frame on a Slope Reinforced Using Viscoelastic Dampers14
Seismic Performance of Timber Frames with Timber Buckling-Restrained Braces14
Experimental Evaluation on Structural Behaviors of ETFE Cushion Structures Subjected to Progressive Loading14
Influence of Spacing and Slenderness Ratio of End-Socketed Pile Foundation on Seismic Response of Building Considering Soil–Pile–Structure Interaction: An Experimental Approach14
Tsunami Debris Damming Forces and Associated Coefficients for Elevated Coastal Structure Columns: Experimental Comparison to ASCE 7-22 Minimum Design Loads14
Virtual Constant Load Method for Moving Force Identification on Simply Supported Beam14
Experimental Study of a Self-Centering Damper with Multistage Energy-Dissipation Mechanism14
Effect of Joint Stiffness on Flexural Performance of a Hybrid FRP-Aluminum Space Truss Structure14
Effects of Biaxial Bending and Axial Restraint on Hybrid Fiber Reinforced High-Performance Concrete Columns at Elevated Temperatures13
A Review of Data Management and Visualization Techniques for Structural Health Monitoring Using BIM and Virtual or Augmented Reality13
Out-of-Plane Behavior of URM Infill: Accuracy of Available Capacity Models13
Standard Pushout Tests and Design Rules for a Bolted–Welded Hybrid Demountable Shear Connector13
Experimental and Numerical Studies on Thick Rubber Bearings under Uniaxial and Offset Tensile Loading13
Development of a Compression-Only Self-Centering Brace with Buckling-Restrained Bars for Energy Dissipation13
Machine Learning for Risk and Resilience Assessment in Structural Engineering: Progress and Future Trends13
Analytical Strength Prediction Model for Full-Width Circular Hollow Section X-Joints13
Evaluation of the Seismic Performance of Unbonded Post-Tensioned Precast Concrete Walls with Internal and External Dampers. II: Design Criteria and Numerical Research13
Bayesian Joint State-Parameter-Input Estimation of Flexible-Base Buildings from Sparse Measurements Using Timoshenko Beam Models13
Seismic Analysis and Design of a Resilient Steel Frame with Multiple Lateral Force–Resisting Systems13
Experimental Evaluation of Low Fidelity Models on Co-Kriging Metamodeling of Global Structural Response through Real-Time Hybrid Simulation13
A Novel Model for Shear Strength Prediction of a Steel–UHPC Composite Structure Considering Interface Friction13
Multiaxial Real-Time Hybrid Simulation for Substructuring with Multiple Boundary Points13
RC Structures with High and Ultrahigh-Performance Materials12
Experimental and Analytical Investigation of Shallow Floor Composite Beams under Extreme Deformation12
High-Strength Materials for the Response Enhancement of Reinforced Concrete Structures Subjected to Cased Explosive Charges12
Buckling and Critical Temperature Prediction Formulas of Restrained H-Section Steel Columns in Fire12
Wind Load Evaluation of Low-Rise Residential Buildings for Coastal Communities Using Database-Assisted Design Method12
Mechanical Characterization of Connections for Modular Cross-Laminated Timber Construction Using Underutilized Lumber12
Development and Performance of Innovative Steel Wedge Block–Crossed Inclined Stud–UHPC Connections for Composite Bridge12
Automated Bridge Inspection Image Retrieval Based on Deep Similarity Learning and GPS12
Investigation of Corroded Bond-Slip Effects for Corroded RC Columns12
Structural Topology Design Optimization of Fiber-Reinforced Composite Frames with Fundamental Frequency Constraints12
Stiffness of Rubber Bearings Considering Nonstandard Top and Bottom Boundary Conditions12
Splice Connections for Built-Up Column Assemblies in Cold-Formed Steel Construction12
The New Self-Anchored Suspension Bridge of the San Francisco Bay Bridge System: A Preliminary Study of Its Response and Behavior during a Small Earthquake12
Experiments in a Large Boundary Layer Wind Tunnel: Propagation of Noise through the Turbulent Boundary Layer12
Dynamic Response Prediction of RC Structural Components Subjected to Combined Blast and Fragment Impact12
Cyclic Behavior of Reinforced Concrete Columns with L-Shaped Ties12
Shear Strength Model for Reinforced Concrete Bridge Columns with Multispiral Transverse Reinforcement12
Reliability Bases for Tornado Load Criteria for ASCE Standard 7-2212
Experimental Assessment on Step Joint Timber Connections11
Real-Time Aeroelastic Hybrid Simulation Method for Bridge Deck Section Models11
Objective Phenomenological Constitutive Law for Collapse Analyses in Distributed Plasticity Steel-Frame Models11
Flexural Performance of UHPC–Concrete–ECC Composite Member Reinforced with Perforated Steel Plates11
Stability of Members and Connections in Cold-Formed and Hot Rolled Steel Structures11
Lateral Resistance of Sheathing-to-Framing Nailed Joints with an Intermediate Insulation Layer11
Experimental Seismic Response of a Damaged Brick Cave Dwelling Repaired Using a Cement Mortar Coating with Polypropylene Packing Strap Mesh11
Evaluation and Enhancement of Robustness for Reinforced Concrete Buildings11
Theoretical Axial and Lateral Stress–Strain Model for Steel Tube–Reinforced Concrete Column11
CLEMSON: An Automated Machine-Learning Virtual Assistant for Accelerated, Simulation-Free, Transparent, Reduced-Order, and Inference-Based Reconstruction of Fire Response of Structural Members11
Postearthquake Function Level Evaluation of Railway Station Considering the Seismic Fragility of the Station Signal Equipment11
Experimental Investigation and Estimation of Wind Load and Wind-Induced Responses of Monopole Three-Sided Billboard11
Data Analytics in Structural Engineering11
Finite-Element Modeling of Bunkie Structures Subjected to Boundary Layer and Thunderstorm Flows11
Performance-Based Design of Posttensioned Cross-Laminated Timber and Light-Frame Wood Shear Wall Hybrid System11
Multiaxis Hybrid Simulation of Collapse Resistant Buildings with Ductile Soft Story Formed by Concrete-Filled Steel Tube Columns11
Seismic Performance of Self-Centering Square Concrete-Filled Steel Tubular Column-to-Steel Beam Connection under Variable Axial Force11
Seismic Response of a Typical Shear-Wall Dominated High-Rise Condominium Building during the January 7, 2020, Mw6.4 Indios, Puerto Rico Earthquake11
Shear Transfer Capacity of Angle Connectors in U-Shaped Composite Girder: Experimental and Numerical Study11
Numerical Parametric Study on Structural Response of Drilled Shaft Footings Subjected to Concentric Axial Force11
Effect of Column Eccentricity on Beam-Column Joints Strengthened with Chamfers11
Nonlinear Models of Multistory Timber Frames with Timber Buckling-Restrained Braces10
Nondestructive Assessment of Elastomeric Bridge Bearings Using 3D Digital Image Correlation10
Seismic Performance of Reinforced Concrete Beams with Proposed Lap-Spliced Intermediate Hoops10
Mitigation via Snow Capture Walls10
Experimental Parameter Study on CLT Shear Walls with Self-Tapping Screw Connections10
Monotonic Testing of Glue-Laminated Beam-to-Column Connections10
Web Shear Buckling of Steel-Concrete Composite Girders: Large-Scale Experimental Study10
Lateral Load Behavior of C-PSW/CFs Using Steel Members as Boundary Elements10
Experimental Investigation of Lateral Behavior of Light-Frame Shear Walls Applied with Elastomeric Adhesive10
Development of a Flexural Yielding Energy Dissipation Device for Controlled Rocking Systems10
Experimental and Numerical Investigation of Cladding–Girt Systems Subjected to Blast Loading10
Three-Dimensional Response Evaluation of an Innovative Low-Damage Drywall Partition Wall System for Multistory Buildings10
Forced-Vibration Tests of a Reinforced Concrete Four-Story Building Structure10
Subduction and Shallow Earthquake Demand on Coupled Composite Plate Shear Wall–Concrete-Filled System10
Analytical Model for Determining Electric Overhead Traveling Crane Skewing Forces on Crane Runways10
Experimental Assessment of the Behavior of Tubular Truss Girder Joints Fabricated with Laser Cutting Technology10
Reconstruction of Extreme Wind Pressures on Cladding of a Skyscraper during Super Typhoon Mangkhut10
Bayesian Operational Modal Analysis with Interactive Optimization for Model Updating of Large-Size UHV Transmission Towers10
Full-Scale Experiments of Cyclically Loaded Welded Moment Connections with Highly Dissipative Panel Zones and Simplified Weld Details10
Innovative Hamburger-Shaped Eddy Current Damper Designed for Wind-Induced Vibration Control of Civil Structures10
Load-Carrying Capacity of Corroded Gusset Plate Connection and Its Repair Using CFRP Sheets10
Experimental Testing of Tall Slender Masonry Walls with Different Rotational Base Stiffnesses10
Fire-Resistant Design Methods of U-Shaped Steel-Concrete Composite Beams under Distributed Loading10
Effective Fetch for Roof Steps in Series10
Stability of Single-Bolted Thin-Walled Steel Angle Members with Stochastic Imperfections10
Experimental and Numerical Analysis of the Fire Resistance of Reinforced Geopolymer Concrete Beams10
Noncontact Operational Modal Analysis of a High-Rise Building Based on an Interferometric Radar System and Combined Modal Estimation Scheme10
Experimental Evaluation and Design Procedure for All-Steel Tube-in-Tube Buckling Restrained Braces10
Considering Time-Varying Factors and Social Vulnerabilities in Performance-Based Assessment of Coastal Communities Exposed to Hurricanes9
Steel Sheet Sheathed Cold-Formed Steel Framed In-line Wall Systems. II: Impact of Nonstructural Detailing9
Eccentrically Loaded Concrete under Nonuniform Passive Confinement9
Design-Level Seismic Estimation of Self-Centering Energy Dissipation–Braced Frame Structures with Partial Recentering Capacity9
Thermomechanical Response of Profiled Metal-Faced Insulating Sandwich Panels: Testing and Analysis9
Cyclic Behavior of Bolted Glued-Laminated Timber Brace Connections with Slotted-In Steel Plates9
Effect of Rotational Base Stiffness on the Behavior of Load-Bearing Masonry Walls9
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