Earthquake Engineering & Structural Dynamics

Papers
(The median citation count of Earthquake Engineering & Structural Dynamics 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 2021-02-01 to 2025-02-01.)
ArticleCitations
A reduced order model for nonlinear time history seismic analyzes of elasto‐plastic 3D frame structures90
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Cyclic Displacement Model for Reinforced Concrete Columns65
A beam‐column element for modeling nonlinear flexural and shear behaviors of reinforced masonry walls65
Theoretical models of key parameters for performance‐based seismic design of new partially connected steel plate shear wall with vertical square tube stiffeners64
Evaluation of critical separation distance to avoid seismic pounding between buildings: A spectral approach61
Mechanical properties of a novel buckling restrained shear panel damper with octagon restraining plates51
Generating ground motions using the Fourier amplitude spectrum47
Nonstationary random vibration analysis of structures with uncertain parameters based on a polynomial dimensional decomposition42
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Dynamic Soil Pressures on Rigid Vertical Walls in Presence of Generalized Inhomogeneous Soils41
A real‐time hybrid simulation framework for reliability‐based design optimization of structures subjected to pulse‐like ground motions41
Ground Motion, Estimated Shaking, and Structural Response at Campi Flegrei During Bradyseism41
Effect of boundary condition on the cyclic response of I‐shaped steel columns: Two‐story subassemblage versus isolated column tests37
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Instance segmentation of soft‐story buildings from street‐view images with semiautomatic annotation34
Seismic design of multiple‐rocking systems: A gradient‐based optimization approach33
Seismic resilience assessment and improvement framework for electrical substations33
An extended generalized conditional intensity measure method for aftershock ground motion selection33
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EESD special issue: AI and data‐driven methods in earthquake engineering – (Part 2)31
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Collaborative filtering‐based collapse fragility assessment29
Investigation of rocking mechanism of shallow foundations on sand via PIV technique29
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Winkler model for predicting the dynamic response of caisson foundations27
Ground motion models for regions with limited data: Data‐driven approach27
Effectiveness of repairing yielding anchor rods in exposed column bases in steel structures27
Machine‐learning‐based optimization framework to support recovery‐based design26
Seismic design parameters (R, Cd, and Ω0) for uncoupled composite plate shear walls−concrete filled (C‐PSW/CF)26
Lid induced sloshing suppression and evaluation of wall stresses in a liquid storage tank including seismic soil‐structure interaction24
Seismic protection by rocking with superelastic tendon restraint24
Seismic damage analysis due to near‐fault multipulse ground motion24
Evolutionary seismic design optimization of mega‐brace damper architectures in three‐dimensional structures23
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Addressing the different sources of excitation variability in seismic response distribution estimation using kriging metamodeling22
Risk‐targeted seismic design: Prospects, applications, and open issues, for the next generation of building codes21
Optimum parameters of variant tuned mass damper using equal eigenvalue criterion20
Demand‐oriented performance assessment using models of different degree of complexity20
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Vibration characteristics and comfort evaluation of a large shake table during operation20
Effective placement of self‐centering damage‐free connections for seismic‐resilient steel moment resisting frames20
Low‐cycle fatigue performance of high‐strength steel rebars in concrete bridge columns20
Shaking table test and numerical analyses of a multi‐story traditional tower‐style building19
An asynchronous simulation algorithm for post‐earthquake functional recovery of interdependent infrastructure systems19
Response to discussion of “Seismic damage analysis due to near‐fault multipulse ground motion”19
Kinematic response of vertical and batter pile groups in non‐linear soft soil19
Marker‐free vision‐based method for vibration measurements of RC structure under seismic vibration19
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Bio‐based laminated truss structures with bolted steel connections: Experiment, modeling, and model‐updating19
Bayesian model selection considering model complexity using stochastic filtering19
Stochastic emulation with enhanced partial‐ and no‐replication strategies for seismic response distribution estimation19
Site‐specific liquefaction fragility analysis: Cloud, stripe, and incremental approaches18
Investigation of seismic fragility curves of unbonded FREIs: Adaptive characteristics and modeling sensitivity18
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Forward modeling of Rayleigh surface waves for analytical characterization of dominant dispersion trends18
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Comparative study on structural behavior of ferrocement wall panels18
Closed‐form solution for natural frequency of flexible combined pile‐raft foundation18
Quantitative analysis of surface‐wave propagation in the Mexico City Valley18
Experimental evaluation of a practical methodology for assessing the seismic demand from acceleration‐sensitive secondary systems installed in R.C. buildings18
Study on the strain response of slopes containing cavities under the effect of strong earthquakes18
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Simulation‐based characterization of the variability of earthquake risk to buildings in the near‐field18
Experimental validation, analytical investigation, and design method of tuned mass damper‐clutching inerter for robust control of structures18
Analysis of effect of vertical ground shaking in bridges isolated with spherical sliding bearings18
Simplified computational methods for estimating dynamic impedance of batter pile groups in homogeneous soil17
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Experimental method for evaluation of soil‐pipe interaction subjected to lateral or vertical cyclic load17
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Applicability of 1D site response analysis to shallow sedimentary basins: A critical evaluation through physics‐based 3D ground motion simulations17
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Hybrid surrogate model combining physics and data for seismic drift estimation of shear‐wall structures16
Estimation of the response of non‐instrumented floors using the Timoshenko and Bernoulli‐Euler Beam Theories16
Full‐scale shaking table test and numerical analysis of structural frames with SMA cable‐restrained base isolation16
Stochastic ground motion models to NGA‐West2 and NGA‐Sub databases using Bayesian neural network16
A real‐time seismic damage prediction framework based on machine learning for earthquake early warning16
Hybrid simulation of a partial‐strength steel–concrete composite moment‐resisting frame endowed with hysteretic replaceable beam splices15
Impact of soil‐structure interaction on the effectiveness of Tuned Mass Dampers15
Soil–pile interaction in vertical vibration in inhomogeneous soils15
Damping considerations for rocking block dynamics using the discrete element method15
Effects and dynamic characteristics of the core‐suspended isolation system assessed by long‐term structural health monitoring15
Simulation of spatially varying ground motion of urban buildings based on wavelet packet neural network15
Artificial neural network application in predicting probabilistic seismic demands of bridge components15
Experiment and numerical simulation on the performance of multiple unidirectional single‐particle dampers under seismic excitation14
Influence of a new‐bored neighbouring cavity on the seismic response of an existing tunnel under incident P‐ and SV‐waves14
Experimental study and multi‐scale refinement model of high damping acrylic polymer matrix VEDs for civil structural seismic retrofit14
Seismic vulnerability modelling of building portfolios using artificial neural networks14
Seismic assessment of free‐standing artifacts: Full‐scale tests on large shake table14
Impact of local site conditions on seismic performance of free‐spanning submarine pipelines: Underwater shaking table tests and numerical simulations14
Development of fragility surfaces for reinforced concrete buildings under mainshock‐aftershock sequences14
Dynamic cyclic loading tests for investigating the influence of loading rate and axial force on the lateral response of RC columns14
Non‐linear dynamic analysis of buildings founded on piles: Simplified modelling strategies for soil‐foundation‐structure interaction14
Backbone ground motion model through simulated records and XGBoost machine learning algorithm: An application for the Azores plateau (Portugal)14
Statistical property parameterization of simple rocking block response14
Cyclic response of infilled RC frames with window and door openings: Experimental results and damage interpretation14
A supervised approach for improving the dimensionless frequency estimation for time‐domain simulations of building structures on embedded foundations14
Within‐event spatial correlation of peak ground acceleration and spectral pseudo‐acceleration ordinates in the Chilean subduction zone14
Phenomenological hysteretic model for superelastic NiTi shape memory alloys accounting for functional degradation14
Seismic response study of ordinary and isolated bridges crossing strike‐slip fault rupture zones14
Collapse hybrid simulation for testing steel building columns subject to boundary condition changes13
Seismic fragility analysis based on artificial ground motions and surrogate modeling of validated structural simulators13
A rigid‐flexible coupled rocking structure with nonlinear stress distribution along its base: Analytical modeling, validation and parametric investigation13
Feasibility of using superelastic shape memory alloy in plastic hinge regions of steel bridge columns for seismic applications13
Uniaxial material model with softening for simulating the cyclic behavior of steel tubes in concrete‐filled steel tube beam‐columns13
Theoretical model of ultimate shear capacity and flexural capacity design method of boundary elements for reinforced concrete frames with steel plate shear walls13
Simplified modelling and pushover analysis of infilled frame structures accounting for strut flexibility13
Shear behavior of reinforced concrete walls under variable axial tension‐compression and cyclic lateral loads13
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Proportioning of self‐centering energy dissipative braces12
A simple strategy for active structural control against control–structure–excitation effects: Concept, framework, and experiments12
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Influence of gravity connections and damper activation forces on the seismic behavior of steel CBF buildings with dissipative floor connectors12
Surrogate probabilistic seismic demand modelling of inelastic single‐degree‐of‐freedom systems for efficient earthquake risk applications12
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Testing seismic isolators for the effect of maximum earthquake based on measure of cumulative energy12
Dynamic model of the UC San Diego NHERI six‐degree‐of‐freedom large high‐performance outdoor shake table12
Regional‐risk‐targeted seismic design: A novel approach for earthquake resistant design12
Design, manufacturing, and testing of a hybrid self‐centering brace for seismic resilience of buildings12
System effects in T‐shaped timber shear walls: Effects of transverse walls, diaphragms, and axial loading12
Deep learning based seismic response prediction of hysteretic systems having degradation and pinching12
Experimental study on the effects of bi‐directional loading pattern on rectangular reinforced concrete walls11
Hybrid data‐driven and physics‐based simulation technique for seismic response evaluation of steel buckling‐restrained braced frames considering brace fracture11
Effect of modeling of inherent damping on the response and collapse performance of seismically isolated buildings11
Three‐dimensional fragility surface for reinforced concrete shear walls using image‐based damage features11
Seismic experiments and shear resistance prediction of multi‐celled corrugated‐plate CFST walls11
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Direct Economic Loss‐Based Seismic Design Using Genetic Algorithm11
Seismic control of multidegree‐of‐freedom structures using a concentratedly arranged tuned viscous mass damper11
Improved seismic risk evaluation for high‐voltage switchgear equipment: A copula‐based framework considering joint failure modes11
Seismic fragility analysis of railway reinforced concrete bridges considering real‐time vehicle‐bridge interaction with the aid of co‐simulation techniques11
Identification of system parameters of a large‐scale dynamic multiaxial testing facility11
The dynamic behaviour of flexible oscillators rocking and sliding on concentrated springs11
Seismic fragility analysis of girder bridges under mainshock‐aftershock sequences based on input‐output hidden Markov model11
Fragility curves and seismic demand hazard analysis of rocking walls restrained with elasto‐plastic ties11
Lumped spring model parameters of RC frame elements for seismic performance assessment11
Impacts of Transition Piece Designs on the Resilience of Large Offshore Wind Turbines Subject to Combined Earthquake, Wind and Wave Loads and Soil‐Structure Interaction10
Random‐positioned‐sampling effect on probabilistic seismic demand modeling of modularized suspended buildings with free‐standing objects and architectural function regioning10
Framework for Regional Seismic Risk Assessments of Groups of Tall Buildings10
Torsional Response of a Two‐Storey Low‐Damage Concrete Wall Test Building10
Experimental Study on Seismic Behavior of a New Separately‐Anchored Self‐Centering Beam‐Column Connection10
Modelling reinforced masonry buildings by a mechanics‐based macroelement approach10
Seismic design and performance study of self‐centering moment‐resisting frames with sliding rocking beams and preloaded disc springs10
Seismic reliability of Italian code‐conforming bridges10
Automated parameterization of velocity pulses in near‐fault ground motions10
Cyclic test and analysis of UHTCC‐enhanced buckling‐restrained steel plate shear walls10
Probabilistic seismic evaluation of SMA‐based self‐centering braced structures considering uncertainty of regional temperature10
Development and optimization of a novel response‐amplified friction damper with different friction pairs10
Challenges and Lessons Learned From Pseudo‐Dynamic Hybrid Simulations on Ductile Steel Braced Frame Systems10
Intelligent generation and optimization method for the retrofit design of RC frame structures using buckling‐restrained braces10
Experimentally‐based in‐plane drift limits for the upper threshold of masonry light damage10
Three‐dimensional nonlinear soil–structure interaction for Rayleigh wave incidence in layered soils10
Multicomponent directional‐cum‐modal combination rule for seismic analysis: Theory and illustrations10
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Experimental Investigation on the Seismic Behavior of RC Double‐Column Medium‐Height Bents Retrofitted With SCEB‐Us10
Probabilistic residual deformation prediction model for rectangular reinforced concrete columns10
A dual‐scale system dynamics prediction method for post‐earthquake repair of urban building groups10
Inductive graph‐based long short‐term memory network for the prediction of nonlinear floor responses and member forces of steel buildings subjected to orthogonal horizontal ground motions10
Surrogate modeling of structural seismic response using probabilistic learning on manifolds10
Time history iteration algorithm for offline real‐time hybrid testing10
Uncertainty in overturning of precariously balanced rocks due to basal contact9
Performance‐based optimum tuning of tuned mass dampers on steel moment frames for seismic applications using the endurance time method9
Adaptive hysteretic model for reinforced concrete columns including variations in axial force and shear span length9
Development of rocking isolation bearing system (RIBS) to control excessive seismic responses of bridge structures9
Structural and non‐structural numerical blind prediction of shaking table experimental tests on fixed‐base and base‐isolated hospitals9
Real‐time hybrid simulation for investigating the influence of vertical ground motions on the lateral response of RC piers9
Shake table tests to compare the seismic response of concrete frames with conventional and high‐strength reinforcement9
Rocking sensitivity of a dual‐block stack ‐ Numerical simulation and experimental evidence9
Uniaxial model for simulating the cyclic behavior of reinforced concrete members9
Seismic displacement of earth slopes incorporating co‐seismic accumulation of dynamic pore water pressure9
Practical macro‐element for vertical and batter pile groups9
Basin effect quantitation of four deep basins in Japan to explain the gap between empirical and numerical basin‐depth effect models9
Rapid damage state identification of structures using generalized zero‐shot learning method9
Refined deformation limit states for circular reinforced concrete bridge columns9
Probabilistic characterization of the directionality of horizontal earthquake response spectra9
Displacement‐based design procedures for rigid block isolation9
Experimental and analytical study of Friction Connection for seismic retrofit with Cross‐Laminated Timber (CLT) panels9
Mechanism study of vehicle‐bridge dynamic interaction under earthquake ground motion9
Power responses of a building subjected to pulse‐like ground motions9
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Performance recovery of a repaired 4‐storey reinforced concrete structure subjected to shake‐table testing9
Experimental verification for a mechanics‐based digital cloning method predicting structural performance and damage9
Seismic Response of Ground Penetrating Shield Tunnels Under Lateral Harmonic Excitations: Insights From Shaking Table Test8
Modeling and Response of a Three‐Story Steel Building With Sliding Slabs in Earthquake Motions8
Full‐scale shaking table tests on soil liquefaction‐induced uplift of buried pipelines for buildings8
Generation of floor and tertiary response spectra of structures under seismic excitations at multiple supports8
Reinforced concrete wall buildings with force‐limiting connections: Modeling effects and uncertainty propagation8
Assessing the significance of nonlinear rotational behavior in high damping rubber bearings for seismic performance of base‐isolated RC frame building8
Impact of loading rate during hybrid simulation on seismic response of steel structures8
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The analytical curvature distribution model of columns and mathematical solution for pushover analysis8
Development of a novel rocking connection for tubular steel bridge piers: A proof of concept study8
Minimal Arias intensity modification of ground motions to achieve extreme structural response8
Limitation of base isolation in protecting freestanding contents in buildings8
A convolutional neural network deep learning method for model class selection8
Modal analysis of an arch dam combining ambient vibration measurements, advanced fluid‐element method and modified engineering approach8
Seismic design and performance of steel concentrically braced frame buildings with dissipative floor connectors8
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Seismic Structure‐Soil‐Structure Interaction between inelastic structures8
Mid‐height seismic isolation of equipment in nuclear power plants8
Rocking Spectrum for Cylindrical Structures Subjected to Bidirectional Pulse‐Like Ground Motions8
Seismic intensity measures and predictive equations for the evaluation of earthquake—induced crest settlements of earth dams8
Tie system to upgrade out‐of‐plane performance of infill masonry walls8
Verification of the behaviour factors proposed in the second generation of Eurocode 8 for cross‐laminated timber buildings8
An unsupervised machine learning based ground motion selection method for computationally efficient estimation of seismic fragility8
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Nonlinear earthquake response of integral abutment bridges on vertical and batter piles: A practical approach7
Experimental testing of aluminum‐core buckling restrained knee braced Truss moment frames for earthquake resistance7
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Response spectra of fitted post‐seismic residual track irregularity for high‐speed railway7
Unbiased rank selection for automatic hysteretic response extraction of RC frame buildings using acceleration recordings for post‐earthquake safety evaluations7
Monitoring of the hydraulic units operation of the Sayano‐Shushenskaya hydroelectric power plant using remote seismic observations7
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The importance of corner frequency in site‐based stochastic ground motion models7
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An integrated simulation method for large‐scale earthquake‐induced falling debris in building groups7
Base‐isolation design of shear wall structures using physics‐rule‐co‐guided self‐supervised generative adversarial networks7
Dynamic analysis of axially loaded cantilever shear‐beam under large deflections with small rotations7
EESD special issue: AI and data‐driven methods in earthquake engineering – (Part 1)7
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Simplification of earthquake induced vehicle bridge interaction contact simulation for urban viaducts7
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Probabilistic life‐cycle environmental impact of conventional and emerging steel frames in seismic zones7
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Model updating method for hybrid simulation based on global sensitivity analysis7
Seismic demand on non‐structural elements for quantifying seismic performance factors7
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A benchmark shaking table test on the seismic responses of an extra‐large LNG storage tank7
Mixed Lagrangian formulation for modeling structures with clutched inerter devices6
Overstrength factors of RC bridges supported on single and multi‐column RC piers in Mexico6
On the fragility of non‐structural elements in loss and recovery: Field observations from Japan6
Stability analysis of real time hybrid simulation under coupled actuator delay and nonlinear behavior6
A generalized seismic sliding model of slopes with multiple slip surfaces6
Development of the simplified spring‐based nonlinear models for full‐connection cold‐formed steel‐framed gypsum partition walls6
Development, verification, and validation of comprehensive acoustic fluid‐structure interaction capabilities in an open‐source computational platform6
Modeling and validation of three‐dimensional sliding‐rocking rigid block subjected to earthquake excitation6
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