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 2020-04-01 to 2024-04-01.)
ArticleCitations
Review of Bridge Structural Health Monitoring Aided by Big Data and Artificial Intelligence: From Condition Assessment to Damage Detection326
Interpretable XGBoost-SHAP Machine-Learning Model for Shear Strength Prediction of Squat RC Walls152
Probabilistic Life Prediction for Reinforced Concrete Structures Subjected to Seasonal Corrosion-Fatigue Damage111
A Review of Developments and Challenges for UHPC in Structural Engineering: Behavior, Analysis, and Design109
Cloud-IDA-MSA Conversion of Fragility Curves for Efficient and High-Fidelity Resilience Assessment88
Experimental Investigation on Rehabilitation of Corroded RC Columns with BSP and HPFL under Combined Loadings80
Probabilistic Framework with Bayesian Optimization for Predicting Typhoon-Induced Dynamic Responses of a Long-Span Bridge80
Effects of High-Strength Concrete on Progressive Collapse Resistance of Reinforced Concrete Frame80
Uniform Design–Based Gaussian Process Regression for Data-Driven Rapid Fragility Assessment of Bridges69
Data-Driven Approach to Predict the Plastic Hinge Length of Reinforced Concrete Columns and Its Application65
Experimental Study of Novel Self-Centering Seismic Base Isolators Incorporating Superelastic Shape Memory Alloys65
Experimental Evaluation of a Rocking Damage-Free Steel Column Base with Friction Devices60
Tests of Cold-Formed Steel Semi-Oval Hollow Section Members under Eccentric Axial Load60
Full-Range Stress–Strain Curves for Aluminum Alloys59
Machine Learning for Risk and Resilience Assessment in Structural Engineering: Progress and Future Trends51
Dynamic Characteristics and Responses of Damped Outrigger Tall Buildings Using Negative Stiffness50
Experimental and Numerical Investigation on Progressive Collapse Resistance of Post-Tensioned Precast Concrete Beam-Column Subassemblages49
Development and Experimental Study of Disc Spring–Based Self-Centering Devices for Seismic Resilience47
Probabilistic Models for Temperature-Dependent Strength of Steel and Concrete47
Flexural Performance of UHPC–Concrete–ECC Composite Member Reinforced with Perforated Steel Plates46
Tensile Tests of Cold-Formed Stainless Steel Tubes45
PEER Hub ImageNet: A Large-Scale Multiattribute Benchmark Data Set of Structural Images45
Behavior and Design of Normal- and High-Strength Steel SHS and RHS Columns42
Dynamic Behavior of Supertall Building with Active Control System during Super Typhoon Mangkhut41
Seismic Drift Demand Estimation for Steel Moment Frame Buildings: From Mechanics-Based to Data-Driven Models41
Shear Capacity of Cold-Formed Steel Channels with Edge-Stiffened Web Holes, Unstiffened Web Holes, and Plain Webs41
Structural Testing and Design of Wire Arc Additively Manufactured Square Hollow Sections40
Development and Utilization of a Database of Infilled Frame Experiments for Numerical Modeling39
Metamodel-Based Seismic Fragility Analysis of Concrete Gravity Dams39
Mechanics-Guided Genetic Programming Expression for Shear-Strength Prediction of Squat Reinforced Concrete Walls with Boundary Elements38
Knowledge-Enhanced Deep Learning for Wind-Induced Nonlinear Structural Dynamic Analysis38
Evaluation of Seismic Acceleration Demands on Building Nonstructural Elements38
Constitutive Modeling of Structural Steels: Nonlinear Isotropic/Kinematic Hardening Material Model and Its Calibration38
Pres-Lam Buildings: State-of-the-Art37
New Self-Centering Tension-Only Brace Using Resilient Slip-Friction Joint: Experimental Tests and Numerical Analysis37
Influence of Steel Reinforcement on the Performance of Elastomeric Bearings36
Progressive Collapse Resistance of Emulative Precast Concrete Frames with Various Reinforcing Details36
A Review of Data Management and Visualization Techniques for Structural Health Monitoring Using BIM and Virtual or Augmented Reality36
Collapse-Resistant Performance of Long-Span Single-Layer Spatial Grid Structures Subjected to Equivalent Sudden Joint Loads36
Mixed-Mode Debonding Behavior between CFRP Plates and Concrete under Fatigue Loading35
Ground Motion-Dependent Rapid Damage Assessment of Structures Based on Wavelet Transform and Image Analysis Techniques35
Lateral Performance of Self-Centering Steel–Timber Hybrid Shear Walls with Slip-Friction Dampers: Experimental Investigation and Numerical Simulation35
Experimental and Numerical Study of Fixed-Ended High-Strength Aluminum Alloy Angle-Section Columns33
Impedance Model of Train-Induced Vibration Transmission Across a Transfer Structure into an Overtrack Building in a Metro Depot33
Top-Story Softening for Enhanced Mitigation of Vortex Shedding-Induced Vibrations in Wind-Excited Tuned Mass Damper Inerter-Equipped Tall Buildings33
Structural Performance of Post-Tensioned CLT Shear Walls with Energy Dissipators32
Design of Structures That Adapt to Loads through Large Shape Changes32
Seismic Performance Factors for Cross-Laminated Timber Shear Wall Systems in the United States32
Experimental Study of Cold-Formed Steel Built-Up Beams32
SMA-Based Low-Damage Solution for Self-Centering Steel and Composite Beam-to-Column Connections31
Stub Column Behavior of Concrete-Filled Cold-Formed Steel Semi-Oval Sections31
Lattice Discrete Particle Model for the Simulation of Irregular Stone Masonry31
Extreme Typhoon Wind Speed Mapping for Coastal Region of China: Geographically Weighted Regression–Based Circular Subregion Algorithm31
Local Buckling in Cold-Formed Steel Moment-Resisting Bolted Connections: Behavior, Capacity, and Design30
Enhanced Seismic Performance of Timber Structures Using Resilient Connections: Full-Scale Testing and Design Procedure30
Buffeting Analysis of Long-Span Bridges under Typhoon Winds with Time-Varying Spectra and Coherences30
Probabilistic Framework for Evaluating Community Resilience: Integration of Risk Models and Agent-Based Simulation29
Copula-Based Quantification of Probabilistic Dependence Configurations of Material Parameters in Damage Constitutive Modeling of Concrete29
Shear Performance Evaluation of Reinforced Concrete Piers Subjected to Vehicle Collision29
Stub Column Behavior of Cold-Formed High-Strength Steel Circular Hollow Sections under Compression28
Shear Resistance and Design of Infill Panels in Corrugated-Plate Shear Walls27
Design Tropical Cyclone Wind Speed when Considering Climate Change27
Seismic Behavior of Welded Beam-to-Column Joints of High-Strength Steel-Moment Frame with Replaceable Damage-Control Fuses27
A Pilot Study on Cross-Laminated Bamboo and Timber Beams27
Cyclic Lateral Loading Behavior of Composite Plate Shear Walls/Concrete Filled27
Comparative Study on Seismic Fragility Assessment of Self-Centering Energy-Absorbing Dual Rocking Core versus Buckling Restrained Braced Systems under Mainshock–Aftershock Sequences26
Flexural Buckling of Wire Arc Additively Manufactured Tubular Columns26
Axial Compressive Mechanical Behaviors of a Double-Layer Member26
Fatigue Performance of Bird-Beak SHS Gap K-Joints under Brace In-Plane Force26
Experimental and Numerical Study of Wind-Pressure Distribution on Irregular-Plan-Shaped Building26
Condition-Based Multiobjective Maintenance Decision Making for Highway Bridges Considering Risk Perceptions26
Rocking Response of Unanchored Building Contents Considering Horizontal and Vertical Excitation26
Seismic Performance of RC Beam–Column Joints Constructed with Engineered Cementitious Composites26
Dynamic Effects on Steel Frames with Concrete Slabs under a Sudden Edge-Column Removal Scenario26
A Performance-Based Wind Engineering Framework for Envelope Systems of Engineered Buildings Subject to Directional Wind and Rain Hazards26
Regional Seismic Risk Assessment of Infrastructure Systems through Machine Learning: Active Learning Approach25
Prediction of Punching Shear Capacity for Fiber-Reinforced Concrete Slabs Using Neuro-Nomographs Constructed by Machine Learning25
Gradual Crushing of Steel Reinforced HPFRCC Beams: Experiments and Simulations25
Structural Crack Detection from Benchmark Data Sets Using Pruned Fully Convolutional Networks25
Experimental Investigation on the Seismic Behavior of a New Self-Centering Shear Wall with Additional Friction25
Self-Centering Rotational Joints for Seismic Resilient Steel Moment Resisting Frame25
Experimental Research on the Seismic Performance of Precast Concrete Frame with Replaceable Artificial Controllable Plastic Hinges24
Design and Optimization of Cold-Formed Steel Sections in Bolted Moment Connections Considering Bimoment24
Impact of UHPC Tensile Behavior on Steel Reinforced UHPC Flexural Behavior24
Experimental Testing of a Low-Damage Post-Tensioned C-Shaped CLT Core-Wall24
Autonomous Fire Resistance Evaluation24
Cyclic Behavior of Perfobond-Shear Connectors Subjected to Fully Reversed Cyclic Loading24
Experimental Evaluation of Steel Columns under Seismic Hazard-Consistent Collapse Loading Protocols23
Behavior and Design of Cold-Formed Steel Bolted Connections Subjected to Combined Actions23
Equivalent Viscous Damping of Cross-Laminated Timber Structural Archetypes23
Lateral Behavior of Traditional Chinese Timber-Frames Strengthened with Shape-Memory Alloy: Experiments and Analytical Model23
Hysteretic Behavior of Moment-Resisting Frames Considering Slab Restraint and Framing Action23
Assessment of RC Frame Capacity Subjected to a Loss of Corner Column23
Effect of Charge Shape and Initiation Configuration of Explosive Cylinders Detonating in Free Air on Blast-Resistant Design22
Structural Size Optimization of Single and Built-Up Cold-Formed Steel Beam-Column Members22
Seismic Behavior of Balloon Frame CLT Shear Walls with Different Ledgers22
Data Set from Long-Term Wind and Acceleration Monitoring of the Hardanger Bridge22
Innovative Computational Intelligence-Based Model for Vulnerability Assessment of RC Frames Subject to Seismic Sequence21
Machine Learning–Based Hysteretic Lateral Force-Displacement Models of Reinforced Concrete Columns21
Experimental and Nonlinear Analytical Studies on Prefabricated Timber–Concrete Composite Structures with Crossed Inclined Coach Screw Connections21
Strength and Deformation Capacity of Tension and Flexural RC Members Containing Steel Fibers21
Cyclic Behavior of Corrugated Double-Skin Composite Walls with Different Aspect Ratios21
Unified Theoretical Model for Axially Loaded Concrete-Filled Steel Tube Stub Columns with Different Cross-Sectional Shapes21
Spatiotemporal Deep Learning for Bridge Response Forecasting21
Methodology for Regional Multihazard Hurricane Damage and Risk Assessment21
Wind-Induced Buffeting Vibration of Long-Span Bridge Considering Geometric and Aerodynamic Nonlinearity Based on Reduced-Order Modeling21
Effect of Base-Connection Strength and Ductility on the Seismic Performance of Steel Moment-Resisting Frames20
Experimental Study on Flexural Performance of HSS-UHPC Composite Beams with Perfobond Strip Connectors20
Experimental and Numerical Investigations of Octagonal High-Strength Steel Tubular Stub Columns under Combined Compression and Bending20
Macroelement Model for the Progressive-Collapse Analysis of Infilled Frames20
Seismic Fragility Estimates for Cross-Laminated Timber Platform Building20
Seismic Demand on Acceleration-Sensitive Nonstructural Components in Viscously Damped Braced Frames20
Fastened Aluminum-Lipped Channel Sections Subjected to Web Crippling under Two-Flange Loading Conditions: Experimental Study19
Proposed Panel Zone Model for Seismic Design of Steel Moment-Resisting Frames19
Experimental Hysteretic Behavior and Application of an Assembled Self-Centering Buckling-Restrained Brace19
Collapse Behavior of Hollow Structural Section Columns under Combined Axial and Lateral Loading19
Metaresearching Structural Engineering Using Text Mining: Trend Identifications and Knowledge Gap Discoveries19
Seismic Retrofit of Structures Using Hybrid Steel Slit–Viscoelastic Dampers19
Axial Compressive Behavior of Square Spiral-Confined High-Strength Concrete-Filled Steel-Tube Columns19
Experimental and Numerical Investigations of S690 High-Strength Steel Welded I-Sections under Combined Compression and Bending19
High-Strength Steel Reinforcement (ASTM A1035/A1035M Grade 690): State-of-the-Art Review19
Simulation-Based Assessment of Postearthquake Functionality of Buildings with Disruptions to Cross-Dependent Utility Networks19
Adaptive Passive Negative Stiffness and Damping for Retrofit of Existing Tall Buildings with Tuned Mass Damper: TMD-NSD19
IDE-MLSSVR-Based Back Analysis Method for Multiple Mechanical Parameters of Concrete Dams19
Modal Identification of Civil Structures via Stochastic Subspace Algorithm with Monte Carlo–Based Stabilization Diagram19
Seismic Debris Field for Collapsed RC Moment Resisting Frame Buildings19
Consistent and Simplified Direct Strength Method for Design of Cold-Formed Steel Structural Members under Localized Loading18
Experimental and Numerical Investigations on the Rotation Capacity of High-Strength Steel Beams18
Probabilistic Machine-Learning Methods for Performance Prediction of Structure and Infrastructures through Natural Gradient Boosting18
Simplified Nonlinear Simulation of Rectangular Concrete-Filled Steel Tubular Columns18
Integrated High-Performance Concrete Beams Reinforced with Hybrid BFRP and Steel Bars18
Adaptive Stiffness Structures with Dampers: Seismic and Wind Response Reduction Using Passive Negative Stiffness and Inerter Systems18
Experimental Evaluation of Inelastic Higher-Mode Effects on the Seismic Behavior of RC Structural Walls18
Numerical Studies on the Seismic Performances of RC Two-Column Bent Bridges with Self-Centering Energy Dissipation Braces18
Shear-Out Capacity of Bolted Connections in Cold-Reduced Steel Sheets18
Performance-Based Assessment and Structural Response of 20-Story SAC Building under Wind Hazards through Collapse17
Machine Learning for Enhanced Regional Seismic Risk Assessments17
Steel-Plate Composite Walls: Local Buckling and Design for Axial Compression17
Sparse Bayesian Identification of Temperature-Displacement Model for Performance Assessment and Early Warning of Bridge Bearings17
Galloping Stability Criterion for 3-DOF Coupled Motion of an Ice-Accreted Conductor17
Full-Scale Test of a Steel–Concrete Composite Floor System with Moment-Resisting Connections under a Middle-Edge Column Removal Scenario17
Enhanced Voids Growth Model for Ductile Fracture Prediction of High-Strength Steel Q690D under Monotonic Tension: Experiments and Numerical Simulation17
Experimental Study on Cyclic Performance of a Damage-Free Brace with Self-Centering Connection17
Fire Performance of Structural Cables: Current Understanding, Knowledge Gaps, and Proposed Research Agenda17
Robustness Assessment of Reinforced Concrete Frames under Progressive Collapse Hazards: Novel Risk-Based Framework17
Experimental Investigation on Self-Centering Steel-Timber Hybrid Beam-Column Connections16
Experimental Testing and Analytical Modeling of Glulam Moment Connections with Self-Drilling Dowels16
Modeling Hysteretic Behavior of Lateral Load-Resisting Elements in Traditional Chinese Timber Structures16
Monitoring the Modal Properties of an RC School Building during the 2016 Central Italy Seismic Swarm16
Experimental Study on Progressive Collapse of 3D Steel Frames under Concentrated and Uniformly Distributed Loading Conditions16
Advancing the Design of Resilient and Sustainable Buildings: An Integrated Life-Cycle Analysis16
Identification of Vortex-Induced Vibration of Tall Building Pinnacle Using Cluster Analysis for Fatigue Evaluation: Application to Burj Khalifa16
Experimental Study of Shear-Critical Reinforced-Concrete Shear Walls under Tension-Bending Shear-Combined Cyclic Load16
Seismic Response of Post-Tensioned Cross-Laminated Timber Rocking Wall Buildings16
Influence of Sheathing-Fastener Connection Stiffness on the Design Strength of Cold-Formed Steel Wall Panels16
Data-Driven Models for Predicting the Shear Strength of Rectangular and Circular Reinforced Concrete Columns16
Dynamic Response of Tall Mass-Timber Buildings to Wind Excitation16
Experimental and Analytical Lateral Performance of Posttensioned CLT Shear Walls and Conventional CLT Shear Walls16
Experimental Study of the Seismic Performance of Concrete Beam-Column Frame Joints with DfD Connections16
Self-Centering Bridge Bent with Stretch Length Anchors as a Tension-Only Hysteretic Hybrid System16
Full-Range Shear Behavior of a Nonprismatic Beam with Steel Trapezoidal Corrugated Webs: Experimental Tests and FE Modeling15
Reliability Evaluation of Semirigid Steel Frames Using Advanced Analysis15
A Novel Shear Strength Prediction Approach for Headed Shear Studs Embedded in Ultrahigh-Performance Concrete15
Shake-Table Experimental Testing and Performance of Topped and Untopped Cross-Laminated Timber Diaphragms15
Modal Strain Energy-Based Model Updating Method for Damage Identification on Beam-Like Structures15
Development of Strut-and-Tie Models Using Load Path in Structural Concrete15
Robustness of Post-Tensioned Concrete Beam-Column Subassemblies under Various Column Removal Scenarios15
Empirical Models for Lateral Stiffness and Strength of Masonry-Infilled RC Frames Considering the Influence of Openings15
Automated Crack Detection and Damage Index Calculation for RC Structures Using Image Analysis and Fractal Dimension15
Seismic Retrofit Assessment of a School Building through Operational Modal Analysis and f.e. Modeling15
Reliability Assessment of Electrical Grids Subjected to Wind Hazards and Ice Accretion with Concurrent Wind15
Seismic Performance of a Full-Scale Two-Story Bolt-Connected Precast Concrete Composite Wall Panel Building Tested on a Shake Table15
Effect of Concrete Infill and Slenderness on Column-Face Component in Anchored Blind-Bolt Connections15
Experimental Cyclic Response of a Novel Friction Connection for Seismic Retrofitting of RC Buildings with CLT Panels15
Axial Capacity of Back-to-Back Built-Up Aluminum Alloy Channel Section Columns15
Flexural Behavior and Design of Ultrahigh-Performance Concrete Beams15
Shear Behavior of Ultrahigh-Performance Concrete Pretensioned Bridge Girders15
3D Beam Element for the Analysis of Torsional Problems of Steel-Structures in Fire15
Shaking-Table Test on a Two-Story Timber-Framed Masonry Structure Retrofitted with Ultra-High Ductile Concrete15
Load-Effect Separation of a Large-Span Prestressed Structure Based on an Enhanced EEMD-ICA Methodology15
Effects of Steel Braces on Robustness of Steel Frames against Progressive Collapse14
Behavior, Failure, and Direct Strength Method Design of Steel Angle Columns: Geometrical Simplicity versus Structural Complexity14
Evaluation of a Full-Scale Friction Spring-Based Self-Centering Damper Considering Cumulative Seismic Demand14
Seismic Collapse Risk Assessment of Posttensioned Controlled Rocking Masonry Walls14
Simplified Analytical Model for Interfacial Bond Strength of Deformed Steel Rebars Embedded in Pre-cracked Concrete14
Optimal Evolutionary Seismic Design of Three-Dimensional Multistory Structures with Damping Devices14
Modeling the Coupling Effect of CLT Connections under Biaxial Loading14
Tests of Cold-Formed Steel T-Joints with Semi-Oval Hollow Section Chord14
Tests and Micro–Macro Cross-Scale Model of High-Performance Acrylate Viscoelastic Dampers Used in Structural Resistance14
Quantifying the Ductility-Related Force Modification Factor for 10-Story Timber–RC Hybrid Building Using FEMA P695 Procedure and Considering the 2015 NBC Seismic Hazard14
Pinching-Free Connector for Timber Structures14
Large-Scale Experimental Testing and Numerical Modeling of Floor-to-Frame Connections for Controlled Rocking Steel Braced Frames14
ColumnsNet: Neural Network Model for Constructing Interaction Diagrams and Slenderness Limit for FRP-RC Columns14
Behavior and Limit States of Long-Span Composite Floor Beams with Simple Shear Connections Subject to Compartment Fires: Experimental Evaluation14
Inelastic Performance of High-Rise Buildings to Simultaneous Actions of Alongwind and Crosswind Loads14
Probabilistic Approach to Account for Soil-Structure Interaction in Seismic Design of Building Structures14
Influence of Axial Compression Ratio on the Seismic Performance of Precast Columns with Grouted Sleeve Connections13
Time-Dependent Behavior of Reinforced Concrete Columns Subjected to High Sustained Loads13
Experimental and Numerical Studies on Fe–Mn–Si Alloy Dampers for Enhanced Low-Cycle Fatigue Resistance13
Experimental and Analytical Studies on the Horizontal Behavior of Elastomeric Bearings under Support Rotation13
Post-Earthquake Fire Resistance of Circular Concrete-Filled Steel Tubular Columns13
System Identification of UCSD-NHERI Shake-Table Test of Two-Story Structure with Cross-Laminated Timber Rocking Walls13
Fundamental Behavior of Timber Concrete-Composite Floors in Fire13
Development of Timber Buckling Restrained Brace for Mass Timber-Braced Frames13
Effect of Wetting and Redrying on Performance of Cross-Laminated Timber Angle Bracket Connection13
Experimental Parametric Characterization of Bolted Angle Connection Behavior13
Behavior and Modeling of Glulam Beams with Bolted Connections Subjected to Shock Tube–Simulated Blast Loads13
Experimental Investigations on the Lateral Cyclic Response of Post-Tensioned Rocking Steel Bridge Piers13
Comparative and Parametric Studies on Behavior of RC-Flat Plates Subjected to Interior-Column Loss13
Stiffness and Strength Demands for Pin-Supported Walls in Reinforced-Concrete Moment Frames13
Plastic Hinge Model for Performance-Based Design of Beam-Column Joints13
Stability Design of Stainless Steel Structures13
MTMDI for Mitigating Wind-Induced Responses of Linked High-Rise Buildings13
Response Prediction to Walking-Induced Vibrations of a Long-Span Timber Floor13
Reinforced-Concrete Shear Walls Retrofitted Using Weakening and Self-Centering: Numerical Modeling13
High-Dimensional Reliability Analysis with Error-Guided Active-Learning Probabilistic Support Vector Machine: Application to Wind-Reliability Analysis of Transmission Towers13
Comparative Study on Cold-Formed Steel Single-Stud and Multiple-Studs Wall Panels with Magnesium Oxide Sheathing under Axial Loading: Experimental and Analytical13
Inverse Analysis of R-UHPFRC Beams to Determine the Flexural Response under Service Loading and at Ultimate Resistance13
High-Fidelity Finite Element Modeling of Wood-Sheathed Cold-Formed Steel Shear Walls13
Experimental Investigation of Wind-Driven Rain Propagation in a Building Interior12
Structural Performance of the Esfahan Shah Mosque12
Analysis of Plane-Stress Systems via Total Potential Optimization Method Considering Nonlinear Behavior12
Enhanced Rayleigh Damping Model for Dynamic Analysis of Inelastic Structures12
Cyclic Test on a Full-Scale Unreinforced Masonry Building Repaired with Steel Fiber-Reinforced Mortar Coating12
Mechanics of Shear Resistance in Steel Plate Girder: Critical Review12
Reference-Free Dynamic Distributed Monitoring of Damage in Multispan Bridges12
Seismic Strengthening of Concrete Columns by Ultrahigh-Performance Fiber-Reinforced Concrete Jacketing12
Structural Response and Residual Capacity of S700 High-Strength Steel CHS Columns after Exposure to Elevated Temperatures12
Nonlinear Analysis of Shear-Deficient Beams Strengthened Using UHPFRC under Combined Impact and Blast Loads12
Energy-Absorbing Connection for Heavy-Timber Assemblies Subjected to Blast Loads–Concept Development and Application12
Effects of Corrosion on Stress–Strain Behavior of Confined Concrete12
Eddy-Current Tuned Mass Dampers for Mitigation of Wind-Induced Response of the Noor III Solar Tower: Design, Installation, and Validation12
Experimental and Analytical Study on the Shear-Strength of Partially Grouted Masonry Walls12
Shear Transfer Strength of Uncracked Concrete after Elevated Temperatures12
Probabilistic Assessment of a Light-Timber Frame Shear Wall with Variable Pinching under Repeated Earthquakes12
Experimental Investigation of Axial Load and Detailing Effects on the Inelastic Response of Reinforced-Concrete Masonry Structural Walls with Boundary Elements12
Shear Performance of Tapered Beams with Concrete Flanges and Corrugated Steel Webs: Theory, Experiments, and Numerical Simulations12
Peak Shear Strength of Flanged Reinforced Concrete Squat Walls12
Progressive Collapse of 3D Composite Floor Systems with Rigid Connections under External Column Removal Scenarios12
Assessment of Fatigue Life for Corroded Prestressed Concrete Beams Subjected to High-Cycle Fatigue Loading12
Experimental Investigation of Base Conditions Affecting Seismic Performance of Mass Plywood Panel Shear Walls12
Modeling Nonstationary Non-Gaussian Hurricane Wind Velocity and Gust Factor12
Seismic Performance of Three-Story Cross-Laminated Timber Structures in Japan12
Simplified Predictive Expressions of Drift Limit States for Reinforced Concrete Circular Bridge Columns12
Eccentric-Axial-Load Test for Composite Columns Using Bolt-Connected Steel Angles12
Performance-Based Wind Design of High-Rise Buildings Using Generated Time-History Wind Loads12
Impact of a Fifty-Year-Recurrence Super Typhoon on Skyscrapers in Hong Kong: Large-Scale Field Monitoring Study12
Compression-Bending Strength Model for Corrugated Steel Tube Confined Reinforced Concrete Section12
Seismic Performance of Concrete Columns Reinforced with Weakly Bonded Ultrahigh-Strength Longitudinal Bars12
Optimized Seismic Design of Passively Damped Outriggers Considering Perimeter Column Flexibility11
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