Earthquake Engineering & Structural Dynamics

Papers
(The TQCC of Earthquake Engineering & Structural Dynamics is 7. 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 2021-04-01 to 2025-04-01.)
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A reduced order model for nonlinear time history seismic analyzes of elasto‐plastic 3D frame structures100
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A beam‐column element for modeling nonlinear flexural and shear behaviors of reinforced masonry walls74
Cyclic Displacement Model for Reinforced Concrete Columns73
Theoretical models of key parameters for performance‐based seismic design of new partially connected steel plate shear wall with vertical square tube stiffeners70
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 plates59
Nonstationary random vibration analysis of structures with uncertain parameters based on a polynomial dimensional decomposition53
Ground Motion, Estimated Shaking, and Structural Response at Campi Flegrei During Bradyseism52
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Dynamic Soil Pressures on Rigid Vertical Walls in Presence of Generalized Inhomogeneous Soils51
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Instance segmentation of soft‐story buildings from street‐view images with semiautomatic annotation42
Cyclic test and analysis of UHTCC‐enhanced buckling‐restrained steel plate shear walls42
Probabilistic seismic evaluation of SMA‐based self‐centering braced structures considering uncertainty of regional temperature40
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Time history iteration algorithm for offline real‐time hybrid testing38
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EESD special issue: AI and data‐driven methods in earthquake engineering – (Part 2)37
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Collaborative filtering‐based collapse fragility assessment37
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Seismic design parameters (R, Cd, and Ω0) for uncoupled composite plate shear walls−concrete filled (C‐PSW/CF)35
Seismic protection by rocking with superelastic tendon restraint34
Lid induced sloshing suppression and evaluation of wall stresses in a liquid storage tank including seismic soil‐structure interaction32
Impact of local site conditions on seismic performance of free‐spanning submarine pipelines: Underwater shaking table tests and numerical simulations32
Development of fragility surfaces for reinforced concrete buildings under mainshock‐aftershock sequences31
Experiment and numerical simulation on the performance of multiple unidirectional single‐particle dampers under seismic excitation31
Feasibility of using superelastic shape memory alloy in plastic hinge regions of steel bridge columns for seismic applications30
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Evolutionary seismic design optimization of mega‐brace damper architectures in three‐dimensional structures29
Risk‐targeted seismic design: Prospects, applications, and open issues, for the next generation of building codes27
Addressing the different sources of excitation variability in seismic response distribution estimation using kriging metamodeling27
Vibration characteristics and comfort evaluation of a large shake table during operation27
Improved seismic risk evaluation for high‐voltage switchgear equipment: A copula‐based framework considering joint failure modes26
An extended generalized conditional intensity measure method for aftershock ground motion selection26
Investigation of rocking mechanism of shallow foundations on sand via PIV technique25
Three‐dimensional nonlinear soil–structure interaction for Rayleigh wave incidence in layered soils25
Seismic control of multidegree‐of‐freedom structures using a concentratedly arranged tuned viscous mass damper25
Hybrid simulation of a partial‐strength steel–concrete composite moment‐resisting frame endowed with hysteretic replaceable beam splices25
Framework for Regional Seismic Risk Assessments of Groups of Tall Buildings24
Winkler model for predicting the dynamic response of caisson foundations24
A real‐time hybrid simulation framework for reliability‐based design optimization of structures subjected to pulse‐like ground motions24
Effectiveness of repairing yielding anchor rods in exposed column bases in steel structures24
Demand‐oriented performance assessment using models of different degree of complexity23
Effect of modeling of inherent damping on the response and collapse performance of seismically isolated buildings23
Design, manufacturing, and testing of a hybrid self‐centering brace for seismic resilience of buildings23
Low‐cycle fatigue performance of high‐strength steel rebars in concrete bridge columns22
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Kinematic response of vertical and batter pile groups in non‐linear soft soil21
Marker‐free vision‐based method for vibration measurements of RC structure under seismic vibration21
Estimation of the response of non‐instrumented floors using the Timoshenko and Bernoulli‐Euler Beam Theories21
Optimum parameters of variant tuned mass damper using equal eigenvalue criterion21
Shaking table test and numerical analyses of a multi‐story traditional tower‐style building21
Response to discussion of “Seismic damage analysis due to near‐fault multipulse ground motion”20
Bayesian model selection considering model complexity using stochastic filtering20
An asynchronous simulation algorithm for post‐earthquake functional recovery of interdependent infrastructure systems20
Study on the strain response of slopes containing cavities under the effect of strong earthquakes20
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Stochastic emulation with enhanced partial‐ and no‐replication strategies for seismic response distribution estimation20
Site‐specific liquefaction fragility analysis: Cloud, stripe, and incremental approaches19
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Investigation of seismic fragility curves of unbonded FREIs: Adaptive characteristics and modeling sensitivity19
Closed‐form solution for natural frequency of flexible combined pile‐raft foundation19
Comparative study on structural behavior of ferrocement wall panels19
Simulation‐based characterization of the variability of earthquake risk to buildings in the near‐field19
Ground motion models for regions with limited data: Data‐driven approach18
Analysis of effect of vertical ground shaking in bridges isolated with spherical sliding bearings18
Experimental validation, analytical investigation, and design method of tuned mass damper‐clutching inerter for robust control of structures18
Experimental Study on Seismic Behavior of a New Separately‐Anchored Self‐Centering Beam‐Column Connection18
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Experimental evaluation of a practical methodology for assessing the seismic demand from acceleration‐sensitive secondary systems installed in R.C. buildings18
Quantitative analysis of surface‐wave propagation in the Mexico City Valley18
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Forward modeling of Rayleigh surface waves for analytical characterization of dominant dispersion trends18
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System effects in T‐shaped timber shear walls: Effects of transverse walls, diaphragms, and axial loading17
Cyclic response of infilled RC frames with window and door openings: Experimental results and damage interpretation17
Surrogate modeling of structural seismic response using probabilistic learning on manifolds17
Fragility curves and seismic demand hazard analysis of rocking walls restrained with elasto‐plastic ties17
Vine‐Copula Seismic Functionality Evaluation Method of Medical Room Systems Based on Shaking Table Tests16
Lumped spring model parameters of RC frame elements for seismic performance assessment16
Simplified computational methods for estimating dynamic impedance of batter pile groups in homogeneous soil16
Modelling reinforced masonry buildings by a mechanics‐based macroelement approach16
Experimental Investigation on the Seismic Behavior of RC Double‐Column Medium‐Height Bents Retrofitted With SCEB‐Us16
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Seismic design and performance study of self‐centering moment‐resisting frames with sliding rocking beams and preloaded disc springs16
Applicability of 1D site response analysis to shallow sedimentary basins: A critical evaluation through physics‐based 3D ground motion simulations16
Three‐dimensional fragility surface for reinforced concrete shear walls using image‐based damage features16
Experimental method for evaluation of soil‐pipe interaction subjected to lateral or vertical cyclic load16
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 motions16
Analytical Study on the Predictability of Controlled Rocking Frame and Podium Systems15
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Pre‐fabricated TRC Panels Versus TRM Jacketing for Integrating Seismic and Energy Retrofitting: Bi‐Directional Shaking Table Tests on Three Masonry‐Infilled RC Buildings15
Impacts of Transition Piece Designs on the Resilience of Large Offshore Wind Turbines Subject to Combined Earthquake, Wind and Wave Loads and Soil‐Structure Interaction15
Seismic fragility analysis of railway reinforced concrete bridges considering real‐time vehicle‐bridge interaction with the aid of co‐simulation techniques14
A supervised approach for improving the dimensionless frequency estimation for time‐domain simulations of building structures on embedded foundations14
A real‐time seismic damage prediction framework based on machine learning for earthquake early warning14
Full‐scale shaking table test and numerical analysis of structural frames with SMA cable‐restrained base isolation14
Bio‐based laminated truss structures with bolted steel connections: Experiment, modeling, and model‐updating14
Offline Real‐Time Hybrid Testing Through Neural Network Enhanced Time History Iteration14
Hybrid surrogate model combining physics and data for seismic drift estimation of shear‐wall structures14
Damping considerations for rocking block dynamics using the discrete element method14
Statistical property parameterization of simple rocking block response14
Real‐Time Hybrid Simulation With EGO‐Based Online Model Updating14
Simulation of spatially varying ground motion of urban buildings based on wavelet packet neural network14
Shaking Table Test of a Large‐Scale Shield Tunnel Based on an Innovative Loading Device: Theory and Validation14
Stochastic ground motion models to NGA‐West2 and NGA‐Sub databases using Bayesian neural network14
Experimental study and multi‐scale refinement model of high damping acrylic polymer matrix VEDs for civil structural seismic retrofit13
Phenomenological hysteretic model for superelastic NiTi shape memory alloys accounting for functional degradation13
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
Seismic vulnerability modelling of building portfolios using artificial neural networks13
Influence of a new‐bored neighbouring cavity on the seismic response of an existing tunnel under incident P‐ and SV‐waves13
Collapse hybrid simulation for testing steel building columns subject to boundary condition changes13
Seismic response study of ordinary and isolated bridges crossing strike‐slip fault rupture zones13
Non‐linear dynamic analysis of buildings founded on piles: Simplified modelling strategies for soil‐foundation‐structure interaction13
Seismic assessment of free‐standing artifacts: Full‐scale tests on large shake table13
Theoretical model of ultimate shear capacity and flexural capacity design method of boundary elements for reinforced concrete frames with steel plate shear walls13
A rigid‐flexible coupled rocking structure with nonlinear stress distribution along its base: Analytical modeling, validation and parametric investigation12
Seismic design of multiple‐rocking systems: A gradient‐based optimization approach12
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Seismic reliability of Italian code‐conforming bridges12
Testing seismic isolators for the effect of maximum earthquake based on measure of cumulative energy12
A simple strategy for active structural control against control–structure–excitation effects: Concept, framework, and experiments12
Influence of gravity connections and damper activation forces on the seismic behavior of steel CBF buildings with dissipative floor connectors12
Regional‐risk‐targeted seismic design: A novel approach for earthquake resistant design12
Hybrid data‐driven and physics‐based simulation technique for seismic response evaluation of steel buckling‐restrained braced frames considering brace fracture12
Random‐positioned‐sampling effect on probabilistic seismic demand modeling of modularized suspended buildings with free‐standing objects and architectural function regioning12
Seismic fragility analysis of girder bridges under mainshock‐aftershock sequences based on input‐output hidden Markov model12
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Surrogate probabilistic seismic demand modelling of inelastic single‐degree‐of‐freedom systems for efficient earthquake risk applications12
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The dynamic behaviour of flexible oscillators rocking and sliding on concentrated springs12
Intelligent generation and optimization method for the retrofit design of RC frame structures using buckling‐restrained braces12
Experimentally‐based in‐plane drift limits for the upper threshold of masonry light damage12
Seismic experiments and shear resistance prediction of multi‐celled corrugated‐plate CFST walls12
Multicomponent directional‐cum‐modal combination rule for seismic analysis: Theory and illustrations12
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Dynamic model of the UC San Diego NHERI six‐degree‐of‐freedom large high‐performance outdoor shake table12
Identification of system parameters of a large‐scale dynamic multiaxial testing facility12
Backbone ground motion model through simulated records and XGBoost machine learning algorithm: An application for the Azores plateau (Portugal)11
Uniaxial material model with softening for simulating the cyclic behavior of steel tubes in concrete‐filled steel tube beam‐columns11
Within‐event spatial correlation of peak ground acceleration and spectral pseudo‐acceleration ordinates in the Chilean subduction zone11
Dynamic cyclic loading tests for investigating the influence of loading rate and axial force on the lateral response of RC columns11
Torsional Response of a Two‐Storey Low‐Damage Concrete Wall Test Building11
Direct Economic Loss‐Based Seismic Design Using Genetic Algorithm11
Automated parameterization of velocity pulses in near‐fault ground motions11
Soil–pile interaction in vertical vibration in inhomogeneous soils11
Effective placement of self‐centering damage‐free connections for seismic‐resilient steel moment resisting frames11
Machine‐learning‐based optimization framework to support recovery‐based design11
Proportioning of self‐centering energy dissipative braces11
Challenges and Lessons Learned From Pseudo‐Dynamic Hybrid Simulations on Ductile Steel Braced Frame Systems11
Deep learning based seismic response prediction of hysteretic systems having degradation and pinching11
Generating ground motions using the Fourier amplitude spectrum11
Impact of soil‐structure interaction on the effectiveness of Tuned Mass Dampers11
Seismic damage analysis due to near‐fault multipulse ground motion11
Artificial neural network application in predicting probabilistic seismic demands of bridge components11
Seismic resilience assessment and improvement framework for electrical substations11
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Effect of boundary condition on the cyclic response of I‐shaped steel columns: Two‐story subassemblage versus isolated column tests11
Rapid damage state identification of structures using generalized zero‐shot learning method10
Novel post‐tensioned rocking piles for enhancing the seismic resilience of bridges10
A dual‐scale system dynamics prediction method for post‐earthquake repair of urban building groups10
Performance recovery of a repaired 4‐storey reinforced concrete structure subjected to shake‐table testing10
Development of rocking isolation bearing system (RIBS) to control excessive seismic responses of bridge structures10
Adaptive hysteretic model for reinforced concrete columns including variations in axial force and shear span length10
Shake table tests to compare the seismic response of concrete frames with conventional and high‐strength reinforcement10
Torsion in symmetric buildings due to soil‐structure interaction: A discussion on code values of accidental eccentricity factor in seismic design10
Structural and non‐structural numerical blind prediction of shaking table experimental tests on fixed‐base and base‐isolated hospitals10
Practical macro‐element for vertical and batter pile groups10
Experimental verification for a mechanics‐based digital cloning method predicting structural performance and damage10
Power responses of a building subjected to pulse‐like ground motions10
Seismic displacement of earth slopes incorporating co‐seismic accumulation of dynamic pore water pressure10
Rocking sensitivity of a dual‐block stack ‐ Numerical simulation and experimental evidence10
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A simplified procedure for the prediction of liquefaction‐induced settlement of offshore wind turbines supported by suction caisson foundation based on effective stress analyses and an ML‐based group 10
Uniaxial model for simulating the cyclic behavior of reinforced concrete members10
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Uncertainty in overturning of precariously balanced rocks due to basal contact10
Minimal Arias intensity modification of ground motions to achieve extreme structural response9
Development of a novel rocking connection for tubular steel bridge piers: A proof of concept study9
Real‐time hybrid simulation for investigating the seismic response of a bridge isolated with lead rubber bearings9
Intensity Measures for Short‐Period Structures and Their Non‐structural Components9
Mid‐height seismic isolation of equipment in nuclear power plants9
Seismic performance evaluation of high‐post‐yield stiffness concentrically braced steel frames under mainshock‐consistent‐aftershock sequences9
A convolutional neural network deep learning method for model class selection9
Seismic intensity measures and predictive equations for the evaluation of earthquake—induced crest settlements of earth dams9
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An unsupervised machine learning based ground motion selection method for computationally efficient estimation of seismic fragility9
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Full‐scale shaking table tests on soil liquefaction‐induced uplift of buried pipelines for buildings9
Development and optimization of a novel response‐amplified friction damper with different friction pairs9
Experimental and analytical study of Friction Connection for seismic retrofit with Cross‐Laminated Timber (CLT) panels9
Seismic design and performance of steel concentrically braced frame buildings with dissipative floor connectors9
SSI‐induced seismic earth pressures on an integral abutment bridge model: Experimental measurements versus numerical simulations and code provisions9
Reinforced concrete wall buildings with force‐limiting connections: Modeling effects and uncertainty propagation9
The importance of corner frequency in site‐based stochastic ground motion models9
Verification of the behaviour factors proposed in the second generation of Eurocode 8 for cross‐laminated timber buildings9
Generation of floor and tertiary response spectra of structures under seismic excitations at multiple supports9
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High‐Performance SMA–Based Self‐Centring Precast Segmental Concrete Column: Design Concept, Test and Simulation9
Base‐isolation design of shear wall structures using physics‐rule‐co‐guided self‐supervised generative adversarial networks9
Limitation of base isolation in protecting freestanding contents in buildings9
Tie system to upgrade out‐of‐plane performance of infill masonry walls9
Feature selection of ground motion intensity measures for data‐driven surrogate modeling of structures9
A model‐driven method based on multisource data for reproducing displacement time history9
Probabilistic life‐cycle environmental impact of conventional and emerging steel frames in seismic zones9
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Experimental testing of aluminum‐core buckling restrained knee braced Truss moment frames for earthquake resistance8
Nonlinear earthquake response of integral abutment bridges on vertical and batter piles: A practical approach8
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Assessing the significance of nonlinear rotational behavior in high damping rubber bearings for seismic performance of base‐isolated RC frame building8
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EESD special issue: AI and data‐driven methods in earthquake engineering – (Part 1)8
Dynamic analysis of axially loaded cantilever shear‐beam under large deflections with small rotations8
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Modal analysis of an arch dam combining ambient vibration measurements, advanced fluid‐element method and modified engineering approach8
Simplification of earthquake induced vehicle bridge interaction contact simulation for urban viaducts8
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Seismic control performance of a three‐story frame prototype equipped with semi‐active variable stiffness and damping structural joints7
Structure–soil–structure interaction (SSSI) of adjacent buildings with shallow foundations on liquefiable soil7
Mixed Lagrangian formulation for modeling structures with clutched inerter devices7
Haunch retrofit of RC beam–column joints: Linear stress field analysis and Strut‐and‐Tie method application7
Towards a practical loss‐based design approach and procedure7
Experimental study on the dynamic responses of the end‐anchored floating bridge subjected to joint actions of earthquakes and water waves7
A novel Woodbury solution method for nonlinear seismic response analysis of large‐scale structures7
Considering uncertainty in the collapse fragility of New Zealand buildings for risk‐targeted seismic design7
Stability analysis of real time hybrid simulation under coupled actuator delay and nonlinear behavior7
Uniform risk spectra for rocking structures7
A refined nonlinear analytical method for buried pipelines crossing strike‐slip faults7
Deep learning‐based evaluation for mechanical property degradation of seismically damaged RC columns7
On the fragility of non‐structural elements in loss and recovery: Field observations from Japan7
Overstrength factors of RC bridges supported on single and multi‐column RC piers in Mexico7
A new empirical method for obtaining horizontal site amplification factors with soil nonlinearity7
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