Journal of Earthquake Engineering

Papers
(The median citation count of Journal of Earthquake Engineering is 2. 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 2020-03-01 to 2024-03-01.)
ArticleCitations
Seismic Performance of Self-centering Steel Frames with SMA-viscoelastic Hybrid Braces46
A Quantitative Framework to Evaluate the Seismic Resilience of Hospital Systems37
Application of Smart Dampers for Prevention of Seismic Pounding in Isolated Structures Subjected to Near-fault Earthquakes33
Recycled versus Natural-Rubber Fiber-Reinforced Bearings for Base Isolation: Review of the Experimental Findings32
Verification of Liquefaction Potential during the Strong Earthquake at the Border of Thailand-Myanmar30
Real-Time Seismic Damage Prediction and Comparison of Various Ground Motion Intensity Measures Based on Machine Learning30
Preliminary Investigation of Aging Effects on Recycled Rubber Fiber Reinforced Bearings (RR-FRBs)24
Experimental and Analytical Investigations into Lateral Performance of Cross-Laminated Timber (CLT) Shear Walls with Different Construction Methods23
Seismic Responses of a High-speed Railway (HSR) Bridge and Track Simulation under Longitudinal Earthquakes23
Experimental Analysis of the Effects of a Polyurethane Foam on Geotechnical Seismic Isolation23
Time-dependent Seismic Fragility Assessment for Aging Highway Bridges Subject to Non-uniform Chloride-induced Corrosion22
A Novel Structure-Pulse Coupled Model for Quantifying the Column Ductility Demand under Pulse-Like GMs22
Displacement-Based Framework for Simplified Seismic Loss Assessment20
Improved Vulnerability Index Methodology to Quantify Seismic Risk and Loss Assessment in Reinforced Concrete Buildings20
Seismic Retrofit of Existing Masonry Buildings through Inter-story Isolation System: A Case Study and General Design Criteria19
Seismic Risk Assessment for Masonry Buildings Typologies from L’Aquila 2009 Earthquake Damage Data18
Influence of Near-fault Pulse-like Motion Characteristics on Seismic Performance of Tall Pier Bridges with Fragility Analysis17
Modelling and Seismic Response Analysis of Existing Italian Residential RC Buildings Retrofitted by Seismic Isolation17
Reducing the Cost of Calculations for Incremental Dynamic Analysis of Building Structures Using the Discrete Wavelet Transform17
Reliquefaction Assessment Studies on Saturated Sand Deposits under Repeated Acceleration Loading Using 1-g Shaking Table Experiments17
An Adaptive Ground Motion Prediction Equation for Use in Low-to-Moderate Seismicity Regions16
Displacement-Based Simplified Seismic Loss Assessment of Italian Precast Buildings16
Strong Motion Data Based Regional Ground Motion Prediction Equations for North East India Based on Non-Linear Regression Models16
Shaking Table Tests on Seismic Responses of Pile-soil-superstructure in Coral Sand16
Self-Centering Structures Against Earthquakes: A Critical Review15
Evolution of Seismic Reliability of Code-Conforming Italian Buildings15
Effects of the In-Plane/Out-of-Plane Interaction in URM Infills on the Seismic Performance of RC Buildings Designed to Eurocodes15
Seismic Vulnerability of Vernacular Residential Buildings in Bhutan15
Out-of-plane Response of an Innovative Masonry Infill with Sliding Joints from Shaking Table Tests15
Seismic Performance Evaluation of Two-story and Three-span Subway Station in Different Engineering Sites15
Component Damage and Failure Sequence of Track-bridge System for High-speed Railway under Seismic Action15
Improved Hybrid Method for the Generation of Ground Motions Compatible with the Multi-Damping Design Spectra15
Modelling and Seismic Response Analysis of Non-residential Single-storey Existing Precast Buildings in Italy15
Field Investigation and Numerical Analysis of Damage to a High-pier Long-span Continuous Rigid Frame Bridge in the 2008 Wenchuan Earthquake15
Experimental and Numerical Studies on the Seismic Performance of Precast Concrete Shear Wall Structures with an Energy Dissipation Cladding Panel15
Experimental Seismic Performance of Partly-Sliding Partition Walls15
A New Approach to Predict the Fundamental Period of Vibration for Newly-designed Reinforced Concrete Buildings15
Modelling and Seismic Response Analysis of Existing URM Structures. Part 2: Archetypes of Italian Historical Buildings14
Experimental Analysis and Theoretical Modelling of Polyurethane Effects on 1D Wave Propagation through Sand-Polyurethane Specimens13
Seismic Assessment of Freestanding Ceramic Vase with Shaking Table Testing and Performance-Based Earthquake Engineering13
Damages and Failures of Structures in İzmir (Turkey) during the October 30, 2020 Aegean Sea Earthquake13
Seismic Control of Cable-stayed Bridge Using Negative Stiffness Device and Fluid Viscous Damper under Near-field Ground Motions12
Effects of Soil-Structure Interaction on Seismic Response of Fixed Base and Base Isolated Liquid Storage Tanks12
Review of Seismic Risk Mitigation Policies in Earthquake-Prone Countries: Lessons for Earthquake Resilience in the United States12
Shake-Table Seismic Performance Evaluation of Direct- and Indirect-Hung Suspended Ceiling Systems12
Seismic Performance Evaluation of Code-compliant RC Moment-resisting Frame Buildings Subjected to Near-fault Pulse-like and Non-pulse-like Ground Motions11
Machine Learning-Based Fast Seismic Risk Assessment of Building Structures11
A Comprehensive Analysis of Attenuation Characteristics Using Strong Ground Motion Records for the Central Seismic Gap Himalayan Region, India11
Modelling and Seismic Response Analysis of Italian Pre-Code and Low-Code Reinforced Concrete Buildings. Part I: Bare Frames11
Proposed Modification for ADAS Damper to Eliminate Axial Force and Improve Seismic Performance11
Seismic Fragility Analysis of Freestanding Hospital Cabinets Based on Shaking Table Tests11
Bayesian Theory-Based Seismic Failure Modes Identification of Reinforced Concrete Columns11
Estimation of Seismic Expected Annual Losses for Multi-Span Continuous RC Bridge Portfolios Using a Component-Level Approach11
Probabilistic Nonlinear Displacement Ratio Prediction of Self-centering Energy-absorbing Dual Rocking Core System under Near-fault Ground Motions Using Machine Learning11
Comparing the Observed and Numerically Simulated Seismic Damage: A Unified Procedure for Unreinforced Masonry and Reinforced Concrete Buildings11
Performance of Prefabricated Large Panel Reinforced Concrete Buildings in the November 2019 Albania Earthquake11
Seismic Analysis and Design of SDOF Elastoplastic Structures with Self-centering Viscous-hysteretic Devices11
E-Defense Shake-table Test of a Building Designed for Post-disaster Functionality10
Shaking Table Tests of a Reinforced Concrete Frame Subjected to Mainshock-Aftershock Sequences10
Quantitative Analysis of Site-city Interaction Effects on Regional Seismic Damage of Buildings10
Performance-Based Seismic Design of RC Moment Resisting Frames with Friction-Damped Self-Centering Tension Braces10
Correlation Analysis of Ground Motion Duration Indexes and Nonlinear Seismic Responses of a Long-span Continuous Rigid-Frame Bridge with High-Rise Piers10
Seismic-Induced Geometric Irregularity of Rail Alignment under Transverse Random Earthquake10
Surface Motion of Alluvial Valleys Subjected to Obliquely Incident PlaneSH-Wave Propagation10
Adaptive Feedforward and Feedback Compensation Method for Real-time Hybrid Simulation Based on a Discrete Physical Testing System Model10
Displacement-Based Simplified Seismic Loss Assessment of Masonry Buildings9
Modelling and Seismic Response Analysis of Italian Pre-Code and Low-Code Reinforced Concrete Buildings. Part II: Infilled Frames9
Numerical Studies of Three-Dimensional Isolated Structures with Vertical Quasi-Zero Stiffness Property9
Seismic Response of Post Tensioned Hybrid Shear Walls with External Energy Dissipating Reinforcement (EEDR)9
Scattering of Anti-plane (SH) Waves by a Hill with Complex Slopes9
The Selection and Scaling of Ground Motion Accelerograms for Use in Stable Continental Regions9
Displacement-Based Simplified Seismic Loss Assessment of Pre-70S RC Buildings9
Post-Earthquake Emergency Response Time to Locations of Fire Ignition9
Centrifuge Tests of Macroscopic and Mesoscopic Investigation into Effects of Seismic Histories on Sand Liquefaction Resistance9
Compact Hybrid Simulation System: Validation and Applications for Braced Frames Seismic Testing9
Multi-level Response Modification Factor Estimation for Steel Moment-Resisting Frames Using Endurance-Time Method9
A Physical-organizational Method for the Functionality Assessment of A Hospital Subjected to Earthquakes9
Coned Disc Spring Compound Vertical Isolation: Testing and Modelling8
Anti-Plane Responses Induced by Circular Cavity beneath Semi-circular Canyon8
Influence of Riverbed Scour on the Performance of Bridges Subjected to Lateral Seismic Loads8
Low-Damage Rocking Precast Concrete Cladding Panels: Design Approach and Experimental Validation8
Assessment of Multi-Criteria Evaluation Procedures for Identification of Optimal Seismic Retrofitting Strategies for Existing RC Buildings8
Effects of Spatial Variation of Ground Motion (SVGM) on Seismic Vulnerability of Ultra-high Tower and Multi-tower Cable-stayed Bridges8
Analysis of Offshore Wind Turbine by considering Soil-Pile-Structure Interaction: Effects of Foundation and Sea-Wave Properties8
Risk Assessment of Reinforced Concrete Buildings with Rubber Isolation Systems Designed by the Italian Seismic Code8
Probabilistic Seismic Performance Assessment of RC Frames Retrofitted with External SC-PBSPC BRBF Sub-structures8
Self-centering Devices with Paralleled Friction Spring Groups: Development, Experiment and System Behavior8
Interaction of Two Adjacent Structures Coupled by Inerter-based System considering Soil Conditions8
Numerical Analysis of Precast Concrete Shear Walls with Horizontal Bolted Joints under Seismic Loads7
Effects of Seismic Damage and Retrofitting on a Full-scale Substandard RC Building-Ambient Vibration Tests7
Cumulative absolute velocity (CAV) seismic hazard assessment for Taiwan7
Effect of Time-Varying Delay on Stability of Real-Time Hybrid Simulation with Multiple Experimental Substructures7
The Hysteretic Failure Features of Reinforced Masonry Shear Walls Revealed by Modeling Experimental Residual Strain Data7
Low-Cycle Fatigue Life Estimation Curve for Buckling-Restrained Braces Based on Cumulative Plastic Deformation7
Experimental Investigation on the Possible Effect of Previous Damage, Workmanship and Test Setup on the Out-of-plane Behaviour of Masonry Infill Walls7
Site Amplification Factors and Acceleration Response Spectra for Shallow Bedrock Sites – Application to Southern India7
Modelling and Seismic Response Analysis of Existing URM Structures. Part: Archetypes of Italian Modern Buildings7
Instability of Thin Concrete Walls with a Single Layer of Reinforcement under Cyclic Loading: Numerical Simulation and Improved Equivalent Boundary Element Model for Assessment7
Seismic Intensity Measures and Fragility Analysis for Subway Stations Subjected to Near-fault Ground Motions with Velocity Pulses7
Moving Safety Evaluation of High-speed Train on Post-earthquake Bridge Utilizing Real-time Hybrid Simulation7
Cumulative Damage of Structures under the Mainshock-aftershock Sequences in the Near-fault Region7
Neural Network-Based Subduction Ground Motion Model and Its Application to New Zealand and the Andaman and Nicobar Islands7
Rapid Structural Safety Assessment Using a Deep Neural Network7
Behaviour of Masonry-Infilled RC Frames Strengthened Using Textile Reinforced Mortar: An Experimental and Numerical Studies Overview7
Experimental Study of Seismic Isolated Structures with Sliding Implant-Magnetic Bearings6
Seismic Fragility Analysis of Unbonded Prestressed Reinforced Concrete Bridge Column considering Residual Displacement6
Spatial Correlation of Peak Ground Motions and Pseudo Spectral Acceleration Based on the Iranian Multievent Datasets6
Assessment of the Seismic Performance and the Base Shear Contribution Ratios of the RC Wall-frame Dual System Considering Soil–Structure Interaction6
The Effect of Strong Column-Weak Beam Ratio on the Collapse Behaviour of Reinforced Concrete Moment Frames Subjected to Near-Field Earthquakes6
Truncation Method of Ground Motion Records Based on the Equivalence of Structural Maximum Displacement Responses6
Seismic Vulnerability Assessment of the Yungay’s Historic Urban Center in Santiago, Chile6
HVSR-based Site Classification Approach Using General Regression Neural Network (GRNN): Case Study for China Strong Motion Stations6
Numerical Modeling of Reverse Fault Rupture and Its Impact on Mountain Tunnels6
Fragility Curves and Economic Loss Assessment of RC Buildings after L’Aquila 2009 Earthquake6
Experimental Cyclic Test of Reduced Damage Detailed Drywall Partition Walls Integrated with a Timber Rocking Wall6
Seismic control of cable-stayed bridges with bearing uplift using tie-down rope-spring device6
Seismic Performance of Earthquake-Resilient RC Frames Made with HSTC Beams and Friction Damper Devices6
Behaviour of Structures Isolated by HDNR Bearings at Design and Service Conditions6
Soil–structure Interaction and Vertical-horizontal Coupling Effects in Buildings Isolated by Friction Bearings6
Development of Fragility Curves for Single-Column RC Italian Bridges Using Nonlinear Static Analysis6
Seismic Soil Liquefaction Mitigation Using Stone Columns for Pile-supported Wharves6
Prediction of Cumulative Absolute Velocity Based on Refined Second-order Deep Neural Network6
Wavelet-Based Analysis for Detection of Isolation Bearing Malfunction in a Continuous Multi-Span Girder Bridge6
A Framework for the Quantification of Non-Structural Seismic Performance Factors6
A Novel Self-centering Braced Double-column Rocking Bent for Seismic Resilience6
Seismic Response of Two Freestanding Statue-Pedestal Systems during the 2014 South Napa Earthquake6
Displacement-Based Simplified Seismic Loss Assessment of Steel Buildings6
Seismic Design Framework Based on Loss-performance Matrix6
Internal Pounding between Structural Parts of Seismically Isolated Buildings6
Support Vector Machine Method for Developing Ground Motion Models for Earthquakes in Western Part of China6
Seismic Performance of a New Type of Coupled Shear Wall with Replaceable Components: Experimental Validation6
Assessment of the Seismic Response of Shallow Buried Elliptical Tunnels6
Analytical Derivation and Experimental Verification of Overstrength Factors of Dowel-type Timber Connections for Capacity Design6
Methodology for the Development of Analytical Seismic Fragility for Full Connection Steel-Framed Gypsum Partition Walls5
Enhanced Seismic Response Prediction of Critical Structures via 3D Regional Scale Physics-Based Earthquake Simulation5
Replaceable Rotational Viscoelastic Dampers for Improving Structural Damping and Resilience of Steel Frames5
Probabilistic Classification Criterion for Failure Modes of Reinforced Concrete Columns5
A Critical Review of Methods for Determining the Damage States for the In-plane Fragility of Masonry Infill Walls5
Calibrated Equivalent Viscous Damping for Direct Displacement-Based Seismic Design of Suspended Piping Trapeze Restraint Installations5
Experimental Assessment of the Cyclic Behaviour of RC-DP Beam to Column Joints5
Effective Nonlinear Simulations of RC Columns with Force-Based Elements5
Directivity-Induced Pulse-Like Ground Motions and Fracture Risk of Pre-Northridge Welded Column Splices5
Seismic Behavior of Historical Inclined Minarets under Near and Far Fault Ground Motions5
Seismic Fragility Assessment of Non-ductile Reinforced Concrete Buildings in Australia5
SCI Effects Under Complex Terrains: Shaking Table Tests and Numerical Simulation5
Post-fire Seismic Behavior of RC Columns Built with Sustainable Concrete5
Effect of Damper Sub-System Stiffness on the Response of a Single Degree of Freedom System Equipped with a Viscous Damper5
Axial Load Variation of Columns in Symmetrical RC Buildings Subject to Bidirectional Lateral Actions in Regions of Low to Moderate Seismicity5
Modelling and Seismic Response Analysis of Non-residential Existing Steel Buildings in Italy5
Evaluation of the Floor Acceleration Response Spectra of Numerical Building Models Based on Recorded Building Response Data5
A Comprehensive Site Response and Site Classification of the Garhwal-Kumaun Himalaya, Central Seismic Gap (CSG), India5
Site Effects Investigation in Srinagar City of Kashmir Basin Using Microtremor and Its Inversion5
Spectral Acceleration as an Efficient Seismic Damage Measure for Bare and Masonry Infilled R/C Frames5
2D Dynamic Structure-canyon-structure Interaction for the Buildings along the Urban River-canyon I: Incident SH-waves in Homogenous Half-space5
A Hybrid Seismic Design Method for Steel Irregular Space Moment Resisting Frames5
Displacement-Based Simplified Seismic Loss Assessment of Post-70s RC Buildings5
Seismic Responses of a Large Unequal-span Underground Subway Station in Liquefiable Soil Using Shaking Table Test5
Collapse Capacity of Ordinary RC Moment Frames Considering Mainshock-Aftershock Effects5
Fragility Analysis for Subway Station Using Artificial Neural Network5
Seismic Loss Prediction for Infilled RC Buildings via Simplified Analytical Method4
To Investigate Different Parameters of Economic Sliding Based Seismic Isolation System4
3D DEM Simulation on the Reliquefaction Behavior of Sand Considering the Effect of Reconsolidation Degree4
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
Quantification of Seismic Performance Factors for Ductile Vierendeel Steel Truss Moment Frames4
Multiparameter Optimization Design of Self-centering Friction Damper Using Shape Memory Alloy Bars4
Parametric Study on Seismic Behaviors of a Buried Pipeline Subjected to Underground Spatially Correlated Earthquake Motions4
Experimental Parametric Study and Phenomenological Modeling of a Deformable Rolling Seismic Isolator4
Experimental Study on Miniature Buckling-restrained Brace with Corrugated Core Bar4
A Simplified Prediction Model of Structural Seismic Vulnerability Considering a Multivariate Fuzzy Membership Algorithm4
Seismic Performance and Design Process Majorization of a Reinforced Concrete Grid Frame Wall4
Strong Ground-Motion Characteristics Observed in the November 12, 2017, Mw7.3 Sarpol-e Zahab, Iran Earthquake4
Seismic Vulnerability Assessment of Pile-Supported Wharves Using Fragility Surfaces4
Probabilistic Seismic Capacity Analysis of a Novel Mid-rise Large-span Cassette Structure Using Multidirectional Pushover Method4
Influence of Higher Modes of Vibration on the Seismic Response of Buildings with Linear and Nonlinear Viscous Dampers4
Cyclic Testing of Earthquake-resilient Steel Joints with a Replaceable Buckling-restrained Link4
Seismic Performance and Collapse Fragility of Balloon-Framed CLT School Building4
Prediction of Natural Period of RC Frame with Shear Wall Supported on Soil-Pile Foundation System Using Artificial Neural Network4
Experiments on the Hysteretic Response of Self-Centering RC Columns Prestressed by Unbonded Posttensioned Tendons4
Influence of Local Site Condition on Vertical-to-Horizontal Spectrum Ratio – Insight from Site Response Analysis4
Regional Ground Motion Prediction Equation Developed for the Korean Peninsula Using Recorded and Simulated Ground Motions4
Development of a New Cyclic Loading Protocol for Seismic Performance Assessment of Steel Moment Connections4
Experimental Research on the Seismic Characteristics of a Precast Frame Structure with a Viscous Damper4
Preference of Hybrid Steel Frame with Exclusive Seismic Performance Using the Analytic Hierarchy Process4
Comparative Seismic Fragility Analysis of Conventional and Base Isolated Hospital Buildings Having Different Structural Systems4
A Rapid Machine Learning-Based Damage Detection Technique for Detecting Local Damages in Reinforced Concrete Bridges4
Assessing Building Habitability after an Earthquake Using Building Typology and Damage Grade. Application in Lorca, Spain4
Hysteretic Behavior of Dual-Self-Centering Variable Friction Damper Braces with Low Pretensioned Force4
Seismic Intensity Measures Optimized for Low-rise Reinforced Concrete Frame Structures4
Stick-Slip Classification Based on Machine Learning Techniques for Building Damage Assessment4
Developing a customized system for generating near real time ground motion ShakeMap of Iran’s earthquakes4
An Oblate Spheroid Base Isolator and Floating Surface Diaphragm for Seismic Protection of Liquid Storage Tank4
Newmark Analysis of Lateral Spreading Induced by Liquefaction4
Soil–Structure Interaction Study on 3D SMRFs of Indo-Gangetic Plain Using Resonant Vibration Tests4
Cyclic Tests on T-shaped Concrete Walls Built with High-strength Reinforcement4
Strategies of Identification of a Base-Isolated Hospital Building by Coupled Quasi-Static and Snap-Back Tests4
GIS Framework for Rapid Seismic Loss Assessment: Case Study of Granada Metropolitan Area4
Elastic Displacement Spectrum-Based Design Approach for Precast Concrete Frame with Replaceable Energy-Dissipating Connectors4
Experimental Study on the Seismic Performance of Improved Grouted Corrugated Duct Connection (GCDC) Design for Precast Concrete Bridge Column4
Damping Effect of Insulation on a Liquefied Natural Gas Tank Based on Shaking Table Tests4
Shaking Table Test of a Friction Sliding System on a Concrete Member with Variable Curvature Fabricated by a Three-dimensional Printer4
Predicting the Maximum Seismic Response of the Soil-Pile-Superstructure System Using Random Forests4
Seismic Response of Alluvial Valleys Subject to Oblique Incidence of Shear Waves4
Seismic Performance Assessment of SMRF Structures Subjected to Mainshock-Aftershock Seismic Sequences by Endurance Time Method4
Experimental Study on Seismic Response of an Integral Abutment: Steel H-Pile Structure under Quasi-Static Cyclic Loads4
A Combined Viscous-Steel Damping System (CVSDS) for Longitudinal Vibration Mitigation of A long-span Railway Suspension Bridge4
Performance Evaluation of Distributed Extended KDamper Devices for Seismic Protection of Mid-Rise Building Structures3
Seismic Performance of Two-story RC Frame Retrofitted Using External Steel Frame Equipped with Length-adjustment Device by Pseudodynamic Test3
Seismic Performance Analyses of Pile-supported Transmission Tower-line Systems Subjected to Depth-varying Spatial Ground Motions3
Influence of Excess Pore-pressure on the Seismic Response of Single and Closely Adjacent Structures on Saturated Sand3
Development of Site Classification System and Seismic Site Coefficients for Korea3
FRP-laminated Rubber Isolator: Theoretical Study and Shake Table Test on Isolated Building3
Low-cut Filter Frequency Quantification and Its Influence on Inelastic Response Spectrum3
Offshore Ground Motion Models for Arias Intensity and Cumulative Absolute Velocity in the Japan Trench Area3
Direct Method for Generating Floor Response Spectra considering Soil–Structure Interaction3
Factors Affecting Site-Specific Response Analysis3
Seismic Safety and Post-Earthquake Resilience of Frame with Debonded High-Strength Reinforced Concrete-Encased-and-Filled Steel Tubular Columns3
Quantifying Uncertainties in Ground Motion-Macroseismic Intensity Conversion Equations. A Probabilistic Relationship for Western China3
Effect of Hoop Reinforcement Yielding on the Cyclic Behavior of Beam-column Joint3
Value-Based Seismic Performance Optimization of Steel Frames Equipped with Viscous Dampers3
Damage Evaluation and Limit States of Rocking Concrete Walls with Energy Dissipaters3
Seismic Fragility of Italian Code-Conforming Buildings by Multi-Stripe Dynamic Analysis of Three-Dimensional Structural Models3
Hysteretic Model of Reinforced Concrete (RC) Bridge Columns in Saline Soil Environment3
Insights on Higher-Mode Effects in High-Rise Buildings with Flexible Base Rotational and Translational Restraints: A Theoretical Study Using a Continuum Beam Analogy3
Controlling Dynamic Response of Structures Using Hybrid Passive Energy Dissipation Device3
Seismic Analysis of the Reef-seawater System: Comparison between 3D and 2D Models3
Improvement of Eurocode 8 Seismic Design Envelope for Bending Moments in RC Walls of High-rise Buildings3
Structural Characteristics of the Earthquake-Prone Building Stock in Istanbul and Prioritization of Existing Buildings in Terms of Seismic Risk-A Pilot Project Conducted in Istanbul3
Damping Modification Factor of Acceleration Response Spectrum considering Seismological Effects3
Three-Dimensional Dynamic Response Analysis of Rigid Foundation Embedded in Layered Transversely Isotropic Half-Space3
Nonstructural Seismic Loss Analysis of Traditional and Innovative Partition Systems Housed in Code-conforming RC Frame Buildings3
On the Estimation of Power Spectral Density and Lagged Coherence of Time Transformed Nonstationary Seismic Ground Motions and Their Use to Simulate Synthetic Records3
Cyclic Behavior of All-steel BRBs with Bolted Angle Restrainers: Testing and Numerical Analysis3
Probability Distribution Characteristics and Statistical Parameters of the Horizontal Stiffness of Rubber Isolation Bearings3
Comparison of Similitude Laws Applied to Multi-Storey Masonry Structures with Flexible Diaphragms3
Seismic Behaviour of PC-encased HCSC Composite Shear Walls under Vertical Tension and Horizontal Cyclic Loading3
Seismic Performance of ‘Rocking’ Dual-slot Track Internal Partition Walls with Concealed Joints under Lateral Cyclic Drift Demands3
A Machine-Learning-Based Seismic Vulnerability Assessment Approach for Low-Rise RC Buildings3
Comparative Study on Liquefaction Behavior of Calcareous Sand and Siliceous Sand Under Simple Shear Loading3
Cyclic Experiments on Concrete-encased CFST wall-RC Coupling Beam Joints with Non-through-core Anchorages3
Weighted and Unweighted Scaling Methods for Ground Motion Selection in Time-history Analysis of Structures3
Asymmetric Friction Connection Bolt Lever Arm Effects on Hysteretic Behaviour3
Optimal Performance-Based Configurations of Stiffness and Strength Centers in Multi-Story Wall-Frame Asymmetric Buildings Including Soil–Structure Interaction Effects3
Evaluation of Seismic-induced Impact Interaction between a Cable-stayed Bridge and Its Approach Spans Using a Simplified Analysis Model3
Seismic Behaviors and Resilience of Concrete-encased Concrete-Filled Steel Tubular Columns with Debonded High-Strength Rebars: Experiment and Assessment3
Seismic Analysis of Steel Tanks Subjected to Transitional-Rotational Components of Earthquakes3
A Numerical Based Parametric Study on Seismic Amplifications Due to Soft Deposits on Seabed3
Improving the Seismic Performance of Beam-through Concentrically Braced Frames Using Energy-absorbing Rocking Core3
Influence of Input Assumptions on the Evaluation of the Seismic Performance of Earth Dams3
Seismic Probabilistic Capacity Models and Fragility Estimates for the Transversal Lining Section of Circular Tunnels3
A Seismic Pounding Risk-based Method for Determination of Minimum Separation Distance between Nonlinear Adjacent Buildings3
0.025860071182251