Journal of Earthquake Engineering

Papers
(The TQCC of Journal of Earthquake Engineering is 4. 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 2020-11-01 to 2024-11-01.)
ArticleCitations
Seismic Performance of Self-centering Steel Frames with SMA-viscoelastic Hybrid Braces57
Component Damage and Failure Sequence of Track-bridge System for High-speed Railway under Seismic Action28
Preliminary Investigation of Aging Effects on Recycled Rubber Fiber Reinforced Bearings (RR-FRBs)27
Improved Vulnerability Index Methodology to Quantify Seismic Risk and Loss Assessment in Reinforced Concrete Buildings26
Self-Centering Structures Against Earthquakes: A Critical Review24
Seismic Risk Assessment for Masonry Buildings Typologies from L’Aquila 2009 Earthquake Damage Data24
A Novel Structure-Pulse Coupled Model for Quantifying the Column Ductility Demand under Pulse-Like GMs23
A New Approach to Predict the Fundamental Period of Vibration for Newly-designed Reinforced Concrete Buildings23
Seismic Performance Evaluation of Two-story and Three-span Subway Station in Different Engineering Sites22
Modelling and Seismic Response Analysis of Existing Italian Residential RC Buildings Retrofitted by Seismic Isolation22
Machine Learning-Based Fast Seismic Risk Assessment of Building Structures22
Damages and Failures of Structures in İzmir (Turkey) during the October 30, 2020 Aegean Sea Earthquake20
Seismic Vulnerability of Vernacular Residential Buildings in Bhutan19
Review of Seismic Risk Mitigation Policies in Earthquake-Prone Countries: Lessons for Earthquake Resilience in the United States19
Modelling and Seismic Response Analysis of Non-residential Single-storey Existing Precast Buildings in Italy18
Numerical Studies of Three-Dimensional Isolated Structures with Vertical Quasi-Zero Stiffness Property17
Evolution of Seismic Reliability of Code-Conforming Italian Buildings17
Modelling and Seismic Response Analysis of Italian Pre-Code and Low-Code Reinforced Concrete Buildings. Part I: Bare Frames17
Bayesian Theory-Based Seismic Failure Modes Identification of Reinforced Concrete Columns16
Improved Hybrid Method for the Generation of Ground Motions Compatible with the Multi-Damping Design Spectra16
Field Investigation and Numerical Analysis of Damage to a High-pier Long-span Continuous Rigid Frame Bridge in the 2008 Wenchuan Earthquake16
Modelling and Seismic Response Analysis of Existing URM Structures. Part 2: Archetypes of Italian Historical Buildings16
Probabilistic Nonlinear Displacement Ratio Prediction of Self-centering Energy-absorbing Dual Rocking Core System under Near-fault Ground Motions Using Machine Learning15
Seismic Analysis and Design of SDOF Elastoplastic Structures with Self-centering Viscous-hysteretic Devices15
Performance of Prefabricated Large Panel Reinforced Concrete Buildings in the November 2019 Albania Earthquake15
Effects of Soil-Structure Interaction on Seismic Response of Fixed Base and Base Isolated Liquid Storage Tanks15
Shake-Table Seismic Performance Evaluation of Direct- and Indirect-Hung Suspended Ceiling Systems15
Seismic Assessment of Freestanding Ceramic Vase with Shaking Table Testing and Performance-Based Earthquake Engineering14
A Physical-organizational Method for the Functionality Assessment of A Hospital Subjected to Earthquakes14
Proposed Modification for ADAS Damper to Eliminate Axial Force and Improve Seismic Performance14
A Simplified Prediction Model of Structural Seismic Vulnerability Considering a Multivariate Fuzzy Membership Algorithm14
Analysis of Offshore Wind Turbine by considering Soil-Pile-Structure Interaction: Effects of Foundation and Sea-Wave Properties14
Seismic-Induced Geometric Irregularity of Rail Alignment under Transverse Random Earthquake14
HVSR-based Site Classification Approach Using General Regression Neural Network (GRNN): Case Study for China Strong Motion Stations13
Seismic Intensity Measures and Fragility Analysis for Subway Stations Subjected to Near-fault Ground Motions with Velocity Pulses13
Moving Safety Evaluation of High-speed Train on Post-earthquake Bridge Utilizing Real-time Hybrid Simulation13
Seismic Fragility Analysis of Freestanding Hospital Cabinets Based on Shaking Table Tests12
Experimental Analysis and Theoretical Modelling of Polyurethane Effects on 1D Wave Propagation through Sand-Polyurethane Specimens12
Experimental Investigation on the Possible Effect of Previous Damage, Workmanship and Test Setup on the Out-of-plane Behaviour of Masonry Infill Walls12
Modelling and Seismic Response Analysis of Italian Pre-Code and Low-Code Reinforced Concrete Buildings. Part II: Infilled Frames12
Performance Evaluation of Distributed Extended KDamper Devices for Seismic Protection of Mid-Rise Building Structures12
Seismic Performance Evaluation of Code-compliant RC Moment-resisting Frame Buildings Subjected to Near-fault Pulse-like and Non-pulse-like Ground Motions12
Seismic Loss Prediction for Infilled RC Buildings via Simplified Analytical Method12
Comparing the Observed and Numerically Simulated Seismic Damage: A Unified Procedure for Unreinforced Masonry and Reinforced Concrete Buildings11
Probabilistic Seismic Performance Assessment of RC Frames Retrofitted with External SC-PBSPC BRBF Sub-structures11
Surface Motion of Alluvial Valleys Subjected to Obliquely Incident PlaneSH-Wave Propagation11
Effects of Spatial Variation of Ground Motion (SVGM) on Seismic Vulnerability of Ultra-high Tower and Multi-tower Cable-stayed Bridges11
Seismic Fragility of Italian Code-Conforming Buildings by Multi-Stripe Dynamic Analysis of Three-Dimensional Structural Models11
Multi-level Response Modification Factor Estimation for Steel Moment-Resisting Frames Using Endurance-Time Method11
The Hysteretic Failure Features of Reinforced Masonry Shear Walls Revealed by Modeling Experimental Residual Strain Data11
Fragility Analysis for Subway Station Using Artificial Neural Network11
Fragility Curves and Economic Loss Assessment of RC Buildings after L’Aquila 2009 Earthquake11
Correlation Analysis of Ground Motion Duration Indexes and Nonlinear Seismic Responses of a Long-span Continuous Rigid-Frame Bridge with High-Rise Piers11
Coned Disc Spring Compound Vertical Isolation: Testing and Modelling10
E-Defense Shake-table Test of a Building Designed for Post-disaster Functionality10
A Novel Self-centering Braced Double-column Rocking Bent for Seismic Resilience10
Numerical Analysis of Precast Concrete Shear Walls with Horizontal Bolted Joints under Seismic Loads10
The Selection and Scaling of Ground Motion Accelerograms for Use in Stable Continental Regions10
Self-centering Devices with Paralleled Friction Spring Groups: Development, Experiment and System Behavior10
Assessment of Multi-Criteria Evaluation Procedures for Identification of Optimal Seismic Retrofitting Strategies for Existing RC Buildings10
Seismic Responses of a Large Unequal-span Underground Subway Station in Liquefiable Soil Using Shaking Table Test10
A Framework for the Quantification of Non-Structural Seismic Performance Factors10
Seismic Performance of Earthquake-Resilient RC Frames Made with HSTC Beams and Friction Damper Devices10
Numerical Modeling of Reverse Fault Rupture and Its Impact on Mountain Tunnels9
Neural Network-Based Subduction Ground Motion Model and Its Application to New Zealand and the Andaman and Nicobar Islands9
Low-Damage Rocking Precast Concrete Cladding Panels: Design Approach and Experimental Validation9
The Effect of Strong Column-Weak Beam Ratio on the Collapse Behaviour of Reinforced Concrete Moment Frames Subjected to Near-Field Earthquakes9
Modelling and Seismic Response Analysis of Non-residential Existing Steel Buildings in Italy9
Modelling and Seismic Response Analysis of Existing URM Structures. Part 1: Archetypes of Italian Modern Buildings9
Effects of Seismic Damage and Retrofitting on a Full-scale Substandard RC Building-Ambient Vibration Tests8
A Series Solution for SH Wave Scattering by Irregularly Shaped Surface Topographies8
A Combined Viscous-Steel Damping System (CVSDS) for Longitudinal Vibration Mitigation of A long-span Railway Suspension Bridge8
Risk Assessment of Reinforced Concrete Buildings with Rubber Isolation Systems Designed by the Italian Seismic Code8
A Rapid Machine Learning-Based Damage Detection Technique for Detecting Local Damages in Reinforced Concrete Bridges8
Seismic Performance of a New Type of Coupled Shear Wall with Replaceable Components: Experimental Validation8
Seismic Soil Liquefaction Mitigation Using Stone Columns for Pile-supported Wharves8
Wavelet-Based Analysis for Detection of Isolation Bearing Malfunction in a Continuous Multi-Span Girder Bridge8
Seismic Fragility Analysis of Unbonded Prestressed Reinforced Concrete Bridge Column considering Residual Displacement8
Seismic Vulnerability Assessment of the Yungay’s Historic Urban Center in Santiago, Chile8
Assessment of the Seismic Response of Shallow Buried Elliptical Tunnels8
Spatial Correlation of Peak Ground Motions and Pseudo Spectral Acceleration Based on the Iranian Multievent Datasets8
Regional Ground Motion Prediction Equation Developed for the Korean Peninsula Using Recorded and Simulated Ground Motions8
An Oblate Spheroid Base Isolator and Floating Surface Diaphragm for Seismic Protection of Liquid Storage Tank7
To Investigate Different Parameters of Economic Sliding Based Seismic Isolation System7
Post-Earthquake Functionality Assessment of Urban Road Network Considering Emergency Response7
Frequency-based Data-driven Surrogate Model for Efficient Prediction of Irregular Structure’s Seismic Responses7
A Comprehensive Site Response and Site Classification of the Garhwal-Kumaun Himalaya, Central Seismic Gap (CSG), India7
Seismic Intensity Measures Optimized for Low-rise Reinforced Concrete Frame Structures7
Replaceable Rotational Viscoelastic Dampers for Improving Structural Damping and Resilience of Steel Frames7
Predicting the Maximum Seismic Response of the Soil-Pile-Superstructure System Using Random Forests7
Internal Pounding between Structural Parts of Seismically Isolated Buildings7
Calibrated Equivalent Viscous Damping for Direct Displacement-Based Seismic Design of Suspended Piping Trapeze Restraint Installations7
Prediction of Cumulative Absolute Velocity Based on Refined Second-order Deep Neural Network7
The Influence of Slope Angle Variation on Structures Resting on Hilly Region Considering Soil–Structure Interaction Under Earthquake Loadings Using Capacity Curves and Probabilistic Approach7
Behaviour of Masonry-Infilled RC Frames Strengthened Using Textile Reinforced Mortar: An Experimental and Numerical Studies Overview7
Seismic control of cable-stayed bridges with bearing uplift using tie-down rope-spring device7
Effect of Damper Sub-System Stiffness on the Response of a Single Degree of Freedom System Equipped with a Viscous Damper7
Insights on Higher-Mode Effects in High-Rise Buildings with Flexible Base Rotational and Translational Restraints: A Theoretical Study Using a Continuum Beam Analogy7
Shaking Table Test of a Friction Sliding System on a Concrete Member with Variable Curvature Fabricated by a Three-dimensional Printer7
Seismic Performance Analyses of Pile-supported Transmission Tower-line Systems Subjected to Depth-varying Spatial Ground Motions6
Evaluation of the Floor Acceleration Response Spectra of Numerical Building Models Based on Recorded Building Response Data6
Seismic Response of Alluvial Valleys Subject to Oblique Incidence of Shear Waves6
Spectral Acceleration as an Efficient Seismic Damage Measure for Bare and Masonry Infilled R/C Frames6
Experimental Cyclic Test of Reduced Damage Detailed Drywall Partition Walls Integrated with a Timber Rocking Wall6
Seismic Response of Two Freestanding Statue-Pedestal Systems during the 2014 South Napa Earthquake6
Cyclic Tests on T-shaped Concrete Walls Built with High-strength Reinforcement6
Comparative Study on Liquefaction Behavior of Calcareous Sand and Siliceous Sand Under Simple Shear Loading6
Cyclic Behavior of All-steel BRBs with Bolted Angle Restrainers: Testing and Numerical Analysis6
Influence of Input Assumptions on the Evaluation of the Seismic Performance of Earth Dams6
Improvement of Eurocode 8 Seismic Design Envelope for Bending Moments in RC Walls of High-rise Buildings6
A Machine-Learning-Based Seismic Vulnerability Assessment Approach for Low-Rise RC Buildings6
Seismic Behaviors and Resilience of Concrete-encased Concrete-Filled Steel Tubular Columns with Debonded High-Strength Rebars: Experiment and Assessment6
Enhanced Seismic Response Prediction of Critical Structures via 3D Regional Scale Physics-Based Earthquake Simulation6
SCI Effects Under Complex Terrains: Shaking Table Tests and Numerical Simulation6
Experimental Parametric Study and Phenomenological Modeling of a Deformable Rolling Seismic Isolator6
Post-fire Seismic Behavior of RC Columns Built with Sustainable Concrete6
Direct Displacement-based Seismic Design of Glulam Frames with Buckling Restrained Braces6
Finite Element Modeling of Reinforced Concrete Walls Under Uni- and Multi-Directional Loading Using Opensees6
On the Seismic Vulnerability Assessment of Urban Areas Using Census Data: The Lisbon Metropolitan Area as a Pilot Study Area6
Effective Nonlinear Simulations of RC Columns with Force-Based Elements6
Experimental Research on the Seismic Characteristics of a Precast Frame Structure with a Viscous Damper6
Seismic Vulnerability Assessment of Pile-Supported Wharves Using Fragility Surfaces6
Seismic Performance and Collapse Fragility of Balloon-Framed CLT School Building6
Experiments on the Hysteretic Response of Self-Centering RC Columns Prestressed by Unbonded Posttensioned Tendons6
Vulnerability Assessment of School Buildings: Generic Versus Building-Specific Fragility Curves6
Preference of Hybrid Steel Frame with Exclusive Seismic Performance Using the Analytic Hierarchy Process6
Assessment of the Seismic Performance and the Base Shear Contribution Ratios of the RC Wall-frame Dual System Considering Soil–Structure Interaction6
Truncation Method of Ground Motion Records Based on the Equivalence of Structural Maximum Displacement Responses6
Crack Width – Seismic Intensity Relationships for Concrete Gravity Dams5
Machine Learning-Based Classification for Rapid Seismic Damage Assessment of Buildings at a Regional Scale5
Multiparameter Optimization Design of Self-centering Friction Damper Using Shape Memory Alloy Bars5
FRP-laminated Rubber Isolator: Theoretical Study and Shake Table Test on Isolated Building5
Experimental Study on Miniature Buckling-restrained Brace with Corrugated Core Bar5
Damping Modification Factor of Acceleration Response Spectrum considering Seismological Effects5
Cyclic Testing of Earthquake-resilient Steel Joints with a Replaceable Buckling-restrained Link5
Improvement of MTSTR Column Performance under Eccentric Loads5
Value-Based Seismic Performance Optimization of Steel Frames Equipped with Viscous Dampers5
Experimental Evaluation of Theoretical Impact Models for Seismic Pounding5
Support Vector Machine Method for Developing Ground Motion Models for Earthquakes in Western Part of China5
Strategies of Identification of a Base-Isolated Hospital Building by Coupled Quasi-Static and Snap-Back Tests5
Collapse Capacity of Ordinary RC Moment Frames Considering Mainshock-Aftershock Effects5
Seismic Behavior of Historical Inclined Minarets under Near and Far Fault Ground Motions5
Offshore Ground Motion Models for Arias Intensity and Cumulative Absolute Velocity in the Japan Trench Area5
Generalised Storey Loss Functions for Seismic Loss Assessment of Italian Residential Buildings5
Probabilistic Classification Criterion for Failure Modes of Reinforced Concrete Columns5
Seismic Performance of A Bolt-assembled Precast Panel Building with DfD: A Quasi-static Test and Discussion on Existing Design Codes5
The Slender Rigid Block: Archetype for the Seismic Analysis of Masonry Structures5
Computational Study of Steel–Concrete Hybrid Wind Turbine Tower Seismic Performance5
Identifying Dynamic Response of a Twenty-Story Instrumented Building to 2018 M7.1 Anchorage, Alaska Earthquake and Its Aftershocks5
Parametric Study on Seismic Behaviors of a Buried Pipeline Subjected to Underground Spatially Correlated Earthquake Motions5
Ground Motion Models for Non-Spectral Intensity Measures Based on the Iranian Database5
Effect of Non-Uniform Vertical Excitations on Vertical Pounding Phenomenon in Continuous-Deck Curved Box Girder RC Bridges Subjected to Near-Source Earthquakes5
3D DEM Simulation on the Reliquefaction Behavior of Sand Considering the Effect of Reconsolidation Degree5
Categorization of Post-Earthquake Damages in RC Structural Elements with Deep Learning Approach4
Post-Earthquake Damage Assessment of Buildings: Comprehensive Experimentally-based Maximum Drift Ratio Predictive Model Based on Residual Drift Ratio4
Reconciling Eurocode 8 Part 1 and Part 2 Two-component Record Selection4
Seismic Slope Displacement of Tailings Dam: A Comparative Study between Modified Newmark and Mohr-Coulomb Models4
Experimental Study on Seismic Response of an Integral Abutment: Steel H-Pile Structure under Quasi-Static Cyclic Loads4
Seismic Bearing Capacity for Strip Footings on Undrained Clay with Voids4
Seismic Analysis of Steel Tanks Subjected to Transitional-Rotational Components of Earthquakes4
A Simplified Approach to Estimate Seismic Vulnerability and Damage Scenarios Including Site Effects. Application to the Historical Centre of Horta, Azores, Portugal4
Nonstructural Seismic Loss Analysis of Traditional and Innovative Partition Systems Housed in Code-conforming RC Frame Buildings4
Development of a New Cyclic Loading Protocol for Seismic Performance Assessment of Steel Moment Connections4
Seismic Probabilistic Capacity Models and Fragility Estimates for the Transversal Lining Section of Circular Tunnels4
Experimental Investigation on the Seismic Behavior of Ultra-High Performance Concrete Filled Steel Tubular Columns4
Development of Site Classification System and Seismic Site Coefficients for Korea4
Life-Cycle Cost Analysis of Seismic Designed RC Frames Including Environmental and Social Costs4
Magnitude Type Conversion Models for Earthquakes in Turkey and Its Vicinity with Machine Learning Algorithms4
Experimental Investigate on Seismic Performance of RC Hill-Side Stilted Buildings Affected by Vertical Stiffness Irregularity4
Ductility Demand Spectra of the Self-Centering Structure Subjected to Near-Fault Pulse-like Ground Motions4
Time-dependent Seismic Fragility for Aging RC Frame Structures in the Inland Atmosphere Environment4
Uncertainty Analysis and Spatial Correlation of Ground Motion in the Kanto Basin, Japan4
Evaluation of the Local Site Effects and Their Implication to the Seismic Risk of the UNESCO World Heritage Site Old City of Dubrovnik (Croatia)4
Dynamic Damage Analysis of Recycled Aggregate Concrete Structures4
Optimal Acceleration and Energy-Based Record Selection Using Artificial Intelligence Approaches and N P4
Empirical Correlations between the Spectral Input Energy and Spectral Acceleration4
Parameter Analysis and Optimization of Friction Pendulum Bearings in Underground Stations Based on Genetic Algorithm4
Predictive Displacement Models Considering the Probability of Pulse-Like Ground Motions for Earthquake-Induced Landslides Hazard Assessment4
Effect of Friction Dependencies on the Bidirectional Earthquake Response of Double Concave Friction Pendulum Bearings4
Probabilistic Seismic Capacity Analysis of a Novel Mid-rise Large-span Cassette Structure Using Multidirectional Pushover Method4
Dynamic Characteristics and Target Displacement of Damaged and Retrofitted Residential Buildings Using Ambient Vibration Tests Following Sarpol-e Zahab (Iran) Earthquake (MW 7.3)4
Effect of Pre-Hole Filled with High-Damping Material on the Inelastic Response Spectrum of Integral Abutment Bridges4
Three-Dimensional Numerical Investigation on Seismic Response of Subway Station in Liquefied Soil by the Loosely Coupled Effective Stress Model4
Factors Affecting Site-Specific Response Analysis4
Seismic Performance and Collapse Safety Assessment of Post-Tensioned Hybrid Precast Concrete Infill Wall-Frames and Comparison with Reinforced Concrete Infill Wall-Frames4
Influence of Excess Pore-pressure on the Seismic Response of Single and Closely Adjacent Structures on Saturated Sand4
GIS Framework for Rapid Seismic Loss Assessment: Case Study of Granada Metropolitan Area4
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