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 2021-11-01 to 2025-11-01.)
ArticleCitations
Behavior of Concrete Beams Prestressed with Hybrid Tendons Using Modified Deformation-Based Approach329
Design of Cold-Formed Steel Built-Up Back-to-Back Columns Subject to Local-Flexural Interactive Buckling138
Treatment of Warping Deformation of Curved I-Beams for Out-of-Plane Deformational Analysis by Straight-Element Approach89
Seismic Behavior of Precast Concrete Column–Foundation Connection with PBCs82
Shear Behavior of Ultrahigh-Performance Concrete Pretensioned Bridge Girders82
Fe-SMA–Based Shear Panel Damper: Solution Treatment, Design, and Seismic Performance80
Self-Centering Rotational Joints for Seismic Resilient Steel Moment Resisting Frame70
Effect of Seismic Isolation on Fragility of Bridges with Scoured Foundations60
Design of Tuned Mass Damper Fluid Inerter for Wind-Induced Vibration Control of a Tall Building60
Rotation Capacity of I-Shaped Beam Failed by Local Buckling in Buckling-Restrained Braced Frames with Rigid Beam-Column Connections58
Hidden Toe Welds in RHS-to-RHS Overlapped K-Connections52
Reviewers51
Flexural Performance of Steel–UHPC Composite Beams with Innovative Steel Wedge Block–Crossed Inclined Stud Connections48
Research on Collapse Mechanism and Failure Criterion of Superlarge Cooling Tower under Downburst Effect47
Out-of-Plane Behavior of Masonry Infills of Different Types and Slenderness Ratios under Reversed Cyclic Loading47
Experimental Study of Hollow Concrete-Filled Circular Steel Tubular Beam Column Connected by Thread through Inside Lining Tube46
Practical Approach to Digitally Simulate Nonsynoptic Wind Velocity Profiles and Its Implications on the Response of Monopole Towers45
Symbolic Deep Learning for Structural System Identification45
Lateral Performance of Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls: Experimental Tests and Analytical Modeling44
Toward Consistent Prediction of Web-Shear Capacity for Hollow-Core Slabs Using Strut-and-Tie Models43
Collapse Behavior of Unequal-Span Multistory Composite Frames under the Scenario of Removing an Internal Column42
Softened Strut-and-Tie Model for Shear and Flexural Strengths of Reinforced Concrete Pile Caps42
A Novel Model for Shear Strength Prediction of a Steel–UHPC Composite Structure Considering Interface Friction42
Bonding Time and Prestress Loss in Precast Pretensioned Concrete during Steam Curing40
Parametrized Wind–Surge–Wave Fragility Functions for Wood Utility Poles40
Study on Discriminant Criteria of Aerodynamic Instability of Single-Axis Solar Trackers by Wind Tunnel Test40
Experimental Program on Behavior of Concrete-Filled Steel Deck Composite Diaphragms40
Experiments and Analysis of Unstiffened Eight-Bolt End-Plate Moment Connections for Seismic Applications40
Node-Dependent Kinematics Approach for Damage Analysis of Reinforced Concrete Structures39
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
Response Characteristics of Gabion Wall under Large TNT-Equivalent Explosives37
Performance-Based Design of Posttensioned Cross-Laminated Timber and Light-Frame Wood Shear Wall Hybrid System37
Modeling Crushed Concrete Depth and Its Impact on Anchors Shear Capacities37
Seismic Behavior of a Concrete Rocking Wall with Controllable SMA Dampers: Concept and Experimental Evaluation37
Equivalent Viscous Damping for Dual Frame-Wall Resilient System35
Cyclic Testing of Lap-Spliced Columns Retrofitted with UHPC-Cover Replacement35
Cyclic Performance of RC Columns after Exposure to Symmetric or Asymmetric Fire34
Small-Scale Physical Modeling of Reinforced Concrete Joints Using Additively Manufactured Reinforcement33
Evaluation and Enhancement of Robustness for Reinforced Concrete Buildings33
Cyclic In-Plane Shear Behavior of Composite Plate Shear Walls-Concrete Encased33
A Macroscopic Constitutive Model for Stainless Steel under Various Strain Amplitudes33
Machine Learning Models Applied to a GNSS Sensor Network for Automated Bridge Anomaly Detection33
Cyclic Loading Test for Beam–Column Joints of Precast Concrete Beam and Concrete-Encased Steel Angle Column32
Using DEM to Investigate Boundary Conditions for Rocking URM Facades Subjected to Earthquake Motion32
Investigation of Corroded Bond-Slip Effects for Corroded RC Columns31
Development of a Flexural Yielding Energy Dissipation Device for Controlled Rocking Systems31
Adaptive Experimental Design of Real-Time Hybrid Simulation for Parameter Calibration of Rate-Dependent Devices toward Optimal Response Prediction31
A Macromechanical Constitutive Model for Rebar Buckling31
Seismic Response Comparison of Full-Scale Moment-Resisting Timber Frame and Joint Test Result30
Experimental Hysteretic Behavior and Application of an Assembled Self-Centering Buckling-Restrained Brace29
Effect of Rotational Base Stiffness on the Behavior of Load-Bearing Masonry Walls29
Seismic Collapse Risk Assessment of Low-Aspect-Ratio Reinforced Concrete Shear Walls Using the FEMA P695 Methodology29
Simplified Nonlinear Damping Force Formula for Rotary Eddy Current Dampers and Comparative Hazard Analysis under Seismic Excitation with Fluid Viscous Dampers29
Seismic Performance of Steel Frame Structures with Novel Self-Centering Beams: Shaking-Table Tests and Numerical Analysis28
Optimum Design of Pendulum Tuned Mass Dampers Considering Control Performance Degradation from Damper Connection28
Strut-and-Tie Model for Predicting the Shear Strength of Exterior Beam-Column Joints without Transverse Reinforcement28
Hysteretic Behavior of Self-Centering Shear Wall Incorporating Superelastic Shape Memory Alloy Bars and Engineered Cementitious Composites Subjected to Cyclic Loading28
Risk-Based Design of Regular Plane Frames Subject to Damage by Abnormal Events: A Conceptual Study28
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 Boosting26
A Novel Shear Strength Prediction Approach for Headed Shear Studs Embedded in Ultrahigh-Performance Concrete26
Development of a Novel Anchorage System for Shape Memory Alloy Bars in Self-Centering Structures26
Fragility-Based Optimal Design of Friction Pendulum Bearings in Seismically Isolated Liquid-Storage Tanks25
Numerical Simulation and Parametric Analysis of Posttensioned C-Shaped CLT Shear Walls25
Equivalent Dynamic Load Factor for Crowd Walking Loads25
Reproducibility in Journal of Structural Engineering Papers25
Structural Functionality Evaluation Based on Natural Frequency Measurement24
Development of a Dataset from Shaking Table Tests of a Bridge System with Precast Reinforced Concrete Columns Equipped with Springs24
Analytical Model for Out-of-Plane Behavior of Steel-Plate Composite Wall-to-Wall L-Joints24
Experimental and Theoretical Investigation on Flexural Behavior of LWSCC Beams Strengthened with an ULW-ECC-FRP Mesh Layer24
MDOF Modeling and Blast Dynamic Behavior of Curtain Wall with Variable Damping Approach24
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
Life-Cycle Typhoon Risk Analysis for Roofs of Low-Rise Buildings Based on the Extremum Probability Density Evolution Method23
Seismic Performance of Concrete Bridge Columns Reinforced with High-Strength Steel Varying Steel Geometry and Manufacturing Process22
An Analytical Method to Reproduce Seismic Behavior of a Two-Story Cross-Laminated Timber Building at Large Deformation22
Estimation of Fatigue Parameters and Life Prediction for Orthotropic Steel Deck Based on Reverse Markov Theory22
Test, Analysis, and Seismic Design Approach of RC Infill Walls Isolated by PVC Tubes in Coupled Shear Wall Systems22
Experimental Investigation of the Shear Resistance Mechanism on Hybrid NSC-UHPC Predamaged and Undamaged Unidirectional Bridge Slabs22
Peak Sliding Displacements of Sliding Base Structures Subjected to Earthquake Excitation22
Experimental Investigation of the Structural Response of a Steel-Framed Building Subjected to Traveling Fire22
Development and Experimental Validation of Dissipative Embedded Column Base Connections for Enhanced Seismic Performance of Steel Moment-Resisting Frames22
Cross-Sectional Behavior of Austenitic Stainless Steel Welded I-Sections under Major-Axis Combined Loading21
A Horizontal Stiffener Detailing for Shear Links at the Link-to-Column Connection in Eccentrically Braced Frames21
Experimental Investigation of the Inelastic Cyclic Behavior of Concrete-Filled Double-Skin Tubular Beam-Columns with Corrugated Inner Skins and Ultrahigh-Strength Corner Tubes21
Postfire Residual Capacities of Aluminum Alloy Unequal-Leg Angle Sections21
An Investigation of Climate Change Effects on Design Wind Speeds along the US East and Gulf Coasts21
Experimental Behavior of RC Interfaces between Concretes Cast at Different Times Subjected to Cyclic Actions21
Strength and Behavior of Spruce Pine Glulam Timber Moment Connections Using Glued-In Steel Rods21
Seismic Performance of a Full-Scale Two-Story Bolt-Connected Precast Concrete Composite Wall Panel Building Tested on a Shake Table20
Design Considerations for Distortional Lateral Buckling20
Uncoupled Ductile Fracture Models for Grade 8.8S Steel Bolts Considering Different Stress States and Elevated Temperatures20
Economical Weld Details and Design for Continuity and Doubler Plates in Steel Special Moment Frames20
Rotation Capacity of I-Shaped Beams with Concrete Slab in Buckling-Restrained Braced Frames20
Machine Learning for Enhanced Regional Seismic Risk Assessments19
Early Warning Method of Structural Damage Using Localized Frequency Cointegration under Changing Environments19
Consistent Estimate of Brace Fatigue Life Using Axial Deformations Evaluated from Nodal Displacements19
Seismic Pounding Effects of Typical Midrise Reinforced Concrete Structures Subjected to Soil–Structure Interaction Effects19
Beyond Development: Challenges in Deploying Machine-Learning Models for Structural Engineering Applications19
Crack Width Analyses of 50-Story Reinforced Concrete Building by Parallelized Discrete-Like Crack Model19
Evaluation and Proposal of Strut-and-Tie Method for the Design of Drilled Shaft Footings19
Cyclic Tension–Compression Behaviors of Large-Dimensional Superelastic Shape Memory Alloy Buckling-Restrained Plates19
On the Structural Reliability of the Horizontal Shear Limit State for Concrete Insulated Wall Panel Connectors19
Fire Testing of Glue-Laminated Beam-to-Column Connections19
Optimization Analysis of Asymmetric Outrigger-Braced Structures with the Influence of Core-Wall Width19
Analysis of Torsional Geometrical Properties of Thin-Walled Box Girders with Arbitrary Asymmetrical Cross Sections18
A Novel Methodology for Inspection and Strength Evaluation of Suspension Bridge Main Cables18
Theoretical Building Height Limits of Balloon Mass Timber Shear Wall Systems18
Tests on Cold-Formed Steel Laced Stub Columns: Axial Strength and Stability Characteristics18
Aerostatic Performance Improvement Based on a Novel Aerodynamic Countermeasure: Simulation and Wind Tunnel Test18
Finite-Element Validation of U-Shaped Flexural Plates Integrated into a Novel Brace Dissipator18
Ductile Fracture Prediction Framework of Low Yield Point Steel LYP225 under Monotonic Loading: Experiment and Simulation18
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
Real-Time Aeroelastic Hybrid Simulation Method for a Flexible Bridge Deck Section Model17
Understanding Flexibility Effects in the Interaction of Light-Frame Wood Structures with Wave Action17
Experimental and Numerical Analysis of Prestressed Prefabricated Self-Centering IMS Composite Frame Joints17
Experimental Investigation of Cross-Laminated Timber Connections with Glued-In Rods under Monotonic and Cyclic Loading17
Simplified Mechanics-Based Approach for the Seismic Assessment of Corroded Reinforced Concrete Structures17
Seismic Vulnerability of Reinforced Concrete Frame Structures: Obtaining Plan or Vertical Mass Irregularity from Structure Use Change17
Buffeting and Self-Excited Load Measurements to Evaluate Ice and Dry Galloping of Yawed Power Transmission Lines17
Postfire Seismic Responses of High-Strength RC Columns: Experiments and Simulations17
New SEI/ASCE Disproportionate Collapse Mitigation Standard17
Determination of Elastic Engineering Constants in an Orthotropic Constitutive Model for Hardened 3D-Printed Concrete17
An Experimental Study on Enhancing Progressive Collapse Resistance Using a Steel Fiber–Reinforced Concrete Frame17
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
Additional Shear Strength of RC Beams due to Compression Reinforcement16
An Automatic Modal Identification Framework for Civil Structures Based on Deep Learning and Frequency-Damping Heatmaps16
Influence of Stiffness and Damping Parameters of Passive Seismic Control Devices in One-Sided Rocking of Masonry Walls16
On the Gaussian and Non-Gaussian Characteristics of Nonstationary Seismic Ground Motions16
Time-Dependent Behavior of Reinforced Concrete Columns Subjected to High Sustained Loads16
In-Plane Stability Analysis of Circular Box Arches with Sinusoidal Corrugated Webs16
Assessment of End Tower Response to Downburst Wind Loads: Experimental and Numerical Studies16
Design Ground Snow Loads: Historical Perspective and State of the Art16
Self-Centering Energy-Dissipative Restrainers Incorporating SMA Ring Springs16
Methodology for Interdependent Population–Building–Infrastructure Posthazard Functionality Assessment for Communities16
Blast Testing of a Cold-Formed Steel-Framed Building with a Roof Truss System: I. Design, Characterization of Blast Pressures, and System-Level Response16
Bending Properties and Lateral Resistance of Historic Timber Foundation Piles in Amsterdam, Netherlands16
Experimental Study of Seismic Performance of an Innovative Low-Damage Self-Centering Composite Steel Plate Shear Wall15
Analytical Modeling and Design Resistance of Axially Loaded CHS XX Joints15
Ultraductile Bar with Bioinspired Helical Strands15
Challenges in GPU-Accelerated Nonlinear Dynamic Analysis for Structural Systems15
Mechanical Behavior of Timber Joints with Laterally Loaded Multiple Densified Wood Dowels under the Loading Parallel to the Grain15
Dynamic Hardening Behavior and Ductile Fracture of High-Strength Steel at Intermediate Strain Rates15
Shear Strength and Crack Width Control of Concrete Beams with High-Strength Shear Reinforcement15
Reinforced Concrete Buckling-Restrained Braced Frame with Structural Fuse Detailed for Seismic Loading15
ColumnsNet: Neural Network Model for Constructing Interaction Diagrams and Slenderness Limit for FRP-RC Columns15
Seismic Behavior of Rectangular Reinforced Concrete Walls Prone to Out-of-Plane Shear-Axial Failure under Bidirectional Loading15
Bayesian Model Updating for Structural Dynamic Applications Combing Differential Evolution Adaptive Metropolis and Kriging Model15
Twenty Years of Advances in Disproportionate Collapse Research and Best Practices since 9/11/200115
Spontaneous Collapse Mechanism of World Trade Center Twin Towers and Progressive Collapse in General15
Topology Optimization-Based Reinforced Concrete Beams: Design and Experiment15
Probabilistic Gust Factor Model of Typhoon Winds15
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
Nonlinear Dynamic Response of Single-Degree-of-Freedom Systems Subjected to Along-Wind Loads. I: Parametric Study14
Nonlinear Wind Tunnel Tests of Cable-Supported Bridges14
Experimental Investigation of Damage and Failure Modes in Stirrupless Reinforced Concrete Beams under Varied Thermal-Mechanical Loadings14
Data-Driven Machine Learning for Predicting the Strength of Pretensioned Concrete Girders Considering Shear Failure Mode14
Experimental Study on the Longitudinal Shear Performance of Composite Frame Beams under Vertical Loads14
Deflection Calculation of Damaged RC Beams Strengthened with a BFRP Grid–Reinforced ECC Matrix14
Mechanics Based Numerical Modeling of Floor-Anchored Nonstructural Components14
Erratum for “Development of Nailed Wood Joint Element in ABAQUS” by Jian Xu and J. Daniel Dolan14
Classification and Identification of Buckling Modes of Steel Columns under Cyclic Loading14
New Design Approach to High-Strength Steel Staggered-Hole Bolted Connections Failing in Block Shear14
Flexural Behavior of Noncompact and Slender Concrete-Filled U-Section Beams under Negative Bending14
Shear Capacity of Cold-Formed Steel Channels with Edge-Stiffened Web Holes, Unstiffened Web Holes, and Plain Webs14
Plastic Buckling-Straightening Fatigue Life of Large Diameter Reinforcing Steel Bars14
A Collapse Mechanics-Based Criterion for the Optimal Proportioning of Steel Moment Frames Subjected to Earthquakes14
Optimization-Based Analysis of Diagonal Tension Failure of Reinforced Concrete Dapped-End Beams14
Wind Pressure and Load Analysis on Large Building Roofs: Applicability of Database-Assisted Design to Eurocode 1 and Italian Standards14
Design-Oriented Energy Capacity Spectrum Method for Seismic Performance Control of Precast Concrete Structures with Semirigid Connections13
Erratum for “Full-Scale Seismic Performance Testing of a Predamaged Two-Story Traditional Timber Frame on a Slope Reinforced Using Viscoelastic Dampers”13
Time-Dependent Compressive Arch Action Capacity of Reinforced Concrete Frame Beams Resisting Progressive Collapse13
Proposed Stiffener Spacing Requirements for Intermediate Length Links in Eccentrically Braced Frames13
Refined Peridynamic Modeling of Bond-Slip Behaviors between Ribbed Steel Rebar and Concrete in Pull-Out Tests13
Monitoring and Assessment of Buckling in Slender Members with Varying Lateral Restraint and Thermal Loading Using Distributed Sensing13
Experimental and Analytical Lateral Performance of Shear Walls with Variable Phases of Deformation13
Shake Table Testing and Modeling of New Zealand Light-Frame Wood Buildings13
Implementation of Cold-Formed Steel Stress–Strain Relationships Using Limited Available Material Parameters13
ASCE 7-22 Wind Speed Profiles and Velocity Pressure Exposure Coefficients for Structural Design13
Model to Assess the Seismic Response of Shear-Critical Rectangular Columns13
Reinforced Concrete Beams Strengthened in Flexure with Near-Surface Mounted 7075 Aluminum Alloy Bars13
Experimental Study of the Two-Way Mechanical Behavior of Tightly Spliced Prestressed Reinforced Concrete Laminated Slab13
Mechanical Performance of Circular Ultrahigh-Performance Concrete–Filled Double Skin High-Strength Steel Tubular Stub Columns under Axial Compression13
Cyclic Response of Composite Steel Gravity Framing Connections in Multibay System-Level Tests13
Seismic Performance of Highly Eccentric Reinforced Concrete Beam–Column Joints13
Rapid Controller Generation for Vibration Suppression of Structures Using Direct Excitation with Machine Learning13
Development of Aseismic Column with Self-Centering Capacity Only during Restoration13
Structural Performance of Cold-Formed Steel Unstiffened and Edge-Stiffened Channel Section Beams13
Life-Cycle Assessment of Long-Span Bridge’s Wind Resistant Performance Considering Multisource Time-Variant Effects and Uncertainties13
Development of Circular Multicell Double-Skin Tubular Columns: Testing and Improved Axial Performance13
Stress-Softening Behavior of High-Damping Rubber Bearings at Low Temperatures13
Splitting Capacity of Timber Connections with Densified Wood Dowels Loaded Perpendicular to the Grain12
Experimental Study of a Self-Centering Damper with Multistage Energy-Dissipation Mechanism12
Capacity Design of Coupled Composite Plate Shear Wall–Concrete-Filled System12
Experimental Parameter Study of Two-Story Platform-Type CLT Shear Walls12
Experimental Investigation of Steel Beams with Mechanically Reduced Sections Strengthened with Basalt Fiber–Reinforced Polymers12
Fatigue Performance of Bird-Beak SHS Gap K-Joints under Brace In-Plane Force12
Efficient Line-Element Method for the Second-Order Analysis of Steel Members with Nonsymmetric Thick-Walled Cross Sections12
Postfire Strength of Channel-Type Shear Connectors12
Static and Fire Behavior of Prefabricated Composite Beams with Reserved Grout Holes: Experiment and Design Assessment12
New Macroscopic Model for Simulating the Dynamic Behavior of Elastomeric Bearings12
Adaptive Mapping of Design Ground Snow Loads in the Conterminous United States12
Reliability-Based Collapse Assessment of Wind-Excited Steel Structures within Performance-Based Wind Engineering12
Carbon Footprint between Steel-Reinforced Concrete and UHPC Beams12
Tsunami Debris Damming Forces and Associated Coefficients for Elevated Coastal Structure Columns: Experimental Comparison to ASCE 7-22 Minimum Design Loads12
Refined Lead Boundary Simulation for Compressive Behavior of Low–Shape Factor Lead-Rubber Bearings12
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 Stiffness Structures with Dampers: Seismic and Wind Response Reduction Using Passive Negative Stiffness and Inerter Systems11
Force-Based Design Method for Force-Limiting Deformable Connections in Earthquake-Resistant Buildings11
Advances in Data-Driven Risk-Based Performance Assessment of Structures and Infrastructure Systems11
Sensor-Based Simulation of Displacement in Reinforced Concrete Bridge Columns Subjected to Seismic Events Using Bar–Slip Models11
Modeling by Altering Parameter Values during Time-Dependent Finite-Element Simulations11
Out-of-Plane Performance of Lightweight AAC Infills within RC Frames Using Noncontact Full-Field Strain Measurement Technique11
Automated Bridge Inspection Image Retrieval Based on Deep Similarity Learning and GPS11
Practical Nonlinear Analysis Methods for Flexure-Dominated Reinforced Masonry Shear Walls11
Buckling and Critical Temperature Prediction Formulas of Restrained H-Section Steel Columns in Fire11
Monotonic Testing of Glue-Laminated Beam-to-Column Connections11
Feasibility of Timber Pegged Joints for Seismic Design of Structures11
Ultimate Shear Capacity of the Cold-Formed Steel Torsionally Restrained Beam-to-Column Moment Connection with a Three-Bolted Clip Angle and Flange Cleat11
Steel-Plate Composite Walls Subjected to Missile Impact: Numerical Evaluation of Local Damage11
Steel Sheet Sheathed Cold-Formed Steel Framed In-line Wall Systems. II: Impact of Nonstructural Detailing11
Behavior of Stainless-Steel Hot-Rolled Channel Section Beam–Columns: Testing, Modeling, and Design11
Real-Time Aeroelastic Hybrid Simulation Method for Bridge Deck Section Models11
Lateral Torsional Buckling Design for Multi-Ply Structural Composite Lumber Beams11
Seismic Response of a Typical Shear-Wall Dominated High-Rise Condominium Building during the January 7, 2020, Mw6.4 Indios, Puerto Rico Earthquake11
Finite-Element Simulation of the Lateral Response of Posttensioned Base Rocking Steel Bridge Piers11
Machine Learning for Risk and Resilience Assessment in Structural Engineering: Progress and Future Trends11
Evaluation of the Seismic Performance of Unbonded Post-Tensioned Precast Concrete Walls with Internal and External Dampers. II: Design Criteria and Numerical Research11
Experimental Study on Flexural Performance of HSS-UHPC Composite Beams with Perfobond Strip Connectors11
Definition and Derivation of Windstorm-Intensity Indicator to Evaluate Wind-Induced Structural Elastoplastic Responses11
Identification of Modal Properties of a Tall Glue-Laminated Timber Frame Building under Long-Term Ambient Vibrations and Forced Vibrations11
Analytical Solution for Bending Deformation of Steel–Concrete Composite Beams Considering Nonlinear Interfacial Slip11
Effect of Column Eccentricity on Beam-Column Joints Strengthened with Chamfers11
Experiments in a Large Boundary Layer Wind Tunnel: Propagation of Noise through the Turbulent Boundary Layer11
Cyclic Shear Behavior of Concrete-Filled Composite Plate Shear Wall Components with Bolted Splices11
Influence of Viscous Damping Models on the Inelastic Response of Reinforced Concrete Columns and Bridges10
Local Buckling of Axially Compressed Welded H-Section Stub Columns Using Q420–Q960 Steel10
Performance of Deep Beams with Topologically Optimized Reinforcements: Experimental Verification and Comparison10
Cyclic Tests and Modeling of CFS Structures with CFRP-Toughened Screws and Special Shape Built-Up End Studs10
Shake-Table Test of a Seismically Resilient 10-Story Mass Timber Building with Supplemental Uplift Friction Dampers10
Nailed Connections for Engineered Timber Structures: Extended Kinematic Approach for Consideration of the Rope Effect10
Seismic Performance Assessment of Multitiered Steel Buckling-Restrained Braced Frames Designed to 2010 and 2022 AISC Seismic Provisions10
Regional Recovery Modeling and Postdisaster Model Updating: The Case of the 2010 Kraljevo Earthquake in Serbia10
Experimental Assessment of Alternative Shear Connections in Cross-Laminated Timber-Concrete Floor Systems10
Behavior of Steel Plate–Reinforced Cross-Laminated Timber Panels under Out-of-Plane Loading10
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