Earthquake Engineering & Structural Dynamics

Article	Citations
A deep learning approach to rapid regional post‐event seismic damage assessment using time‐frequency distributions of ground motions	88
Seismic performance of bridges with novel SMA cable‐restrained high damping rubber bearings against near‐fault ground motions	79
Optimal DCFP bearing properties and seismic performance assessment in nondimensional form for isolated bridges	73
Data‐driven rapid damage evaluation for life‐cycle seismic assessment of regional reinforced concrete bridges	64
Reinforced moment‐resisting glulam bolted connection with coupled long steel rod with screwheads for modern timber frame structures	63
Performance of geotechnical seismic isolation system using rubber‐soil mixtures in centrifuge testing	61
Experimental seismic performance assessment and numerical modelling of nonlinear inerter vibration absorber (IVA)‐equipped base isolated structures tested on shaking table	61
A procedure for 3D simulation of seismic wave propagation considering source‐path‐site effects: Theory, verification and application	58
Intelligent structural design of shear wall residence using physics‐enhanced generative adversarial networks	52
A new effective stress method for nonlinear site response analyses	51
Large‐scale field testing of geotechnical seismic isolation of structures using gravel‐rubber mixtures	51
Seismic reliability of structures equipped with LIR‐DCFP bearings in terms of superstructure ductility and isolator displacement	45
Shake‐table test of a two‐storey low‐damage concrete wall building	41
Shake table testing of a rocking podium: Results of a blind prediction contest	41
Life‐cycle benefits estimation for hybrid seismic‐resistant self‐centering braced frames	41
Seismic robustness of self‐centering braced frames suffering tendon failure	39
Seismic performance of Eurocode‐compliant ductile steel MRFs	37
Integral abutment bridges: Investigation of seismic soil‐structure interaction effects by shaking table testing	36
Hysteretic energy‐based state‐dependent fragility for ground‐motion sequences	35
Machine‐learning‐enhanced tail end prediction of structural response statistics in earthquake engineering	35
Experimental and numerical investigations on seismic behavior of stiffened corrugated steel plate shear walls	34
Reproducing ground response using in‐situ soil dynamic parameters	34
Seismic fragility assessment of masonry building aggregates: A case study in the old city Centre of Seixal, Portugal	33
Shaking table tests of a resilient bridge system with precast reinforced concrete columns equipped with springs	30
Frequency independent damped outrigger systems for multi‐mode seismic control of super tall buildings with frequency independent negative stiffness enhancement	29

Seismic vulnerability modelling of building portfolios using artificial neural networks	29
Seismic performance of buildings with novel self‐centering base isolation system for earthquake resilience	29
Optimization of distribution patterns of link beams in a double‐column tall pier bent subjected to earthquake excitations	29
Seismic evaluation of friction spring‐based self‐centering braced frames based on life‐cycle cost	29
Selection of seismic intensity measures for prescribed limit states using alternative nonlinear dynamic analysis methods	29
Reduced‐order models for the seismic assessment of plan‐irregular low‐rise frame buildings	28
Enhanced design and experimental investigation of disc spring‐based self‐centering buckling‐restrained braces with a compounded combination mode	28
Seismic surface wave attenuation by resonant metasurfaces on stratified soil	28
Effectiveness and robustness of an asymmetric nonlinear energy sink‐inerter for dynamic response mitigation	28
Seismic response and failure mechanism of underground frame structures based on dynamic centrifuge tests	27
Development of fragility surfaces for reinforced concrete buildings under mainshock‐aftershock sequences	27
An analytical solution for the horizontal vibration behavior of a cylindrical rigid foundation in poroelastic soil layer	27
Artificial neural network application in predicting probabilistic seismic demands of bridge components	27
Design, manufacturing, and testing of a hybrid self‐centering brace for seismic resilience of buildings	26
Unifying causal model of rate‐independent linear damping for effectively reducing seismic response in low‐frequency structures	26
Proportioning of self‐centering energy dissipative braces	26
An energy‐frequency parameter for earthquake ground motion intensity measure	26
Theory of plastic mechanism control: A new approach for the optimization of seismic resistant steel frames	24
Response spectra of fitted post‐seismic residual track irregularity for high‐speed railway	24
Regional seismic responses of shallow basins incorporating site‐city interaction analyses on high‐rise building clusters	24
In‐plane/out‐of‐plane interaction of strong masonry infills: From cyclic tests to out‐of‐plane verifications	24
Seismic response of a cross interchange metro station in soft soil: Physical and numerical modeling	23
Experimental investigation of a low‐prestressed self‐centering energy dissipative brace	23
Near‐source ground motion in the M7.8 Gaziantep (Turkey) earthquake	23
Multihazard framework for investigating high‐rise base‐isolated buildings under earthquakes and long‐duration winds	23
Shaking table tests of a full‐scale flat‐bottom manufactured steel silo filled with wheat: Main results on the fixed‐base configuration	22
Surrogate probabilistic seismic demand modelling of inelastic single‐degree‐of‐freedom systems for efficient earthquake risk applications	22
Shake‐table tests of innovative drift sensitive nonstructural elements in a low‐damage structural system	22
Distinct element modeling of the dynamic response of a rocking podium tested on a shake table	22
Empirical nonergodic shaking scenarios based on spatial correlation models: An application to central Italy	22
Seismic evaluation of two‐elevation ceiling system by shake table tests	22
Device uncertainty propagation in low‐ductility RC frames retrofitted with BRBs for seismic risk mitigation	21
Dynamic calibration and seismic validation of numerical models of URM buildings through permanent monitoring data	20
Seismic reliability implied by behavior‐factor‐based design	20
A novel macroelement model for the nonlinear analysis of masonry buildings. Part 1: Axial and flexural behavior	20
A Macro‐Distinct Element Model (M‐DEM) for simulating in‐plane/out‐of‐plane interaction and combined failure mechanisms of unreinforced masonry structures	20
Full‐scale shaking table test and numerical modeling of a 3000‐liter legged storage tank isolated with a vertical rocking isolation system	20
Seismic response study of ordinary and isolated bridges crossing strike‐slip fault rupture zones	20
Spatial correlation of broadband ground motions from physics‐based numerical simulations	19
Influence of directionality of spectral‐compatible Bi‐directional ground motions on critical seismic performance assessment of base‐isolation structures	19
Effectiveness and robustness of braced‐damper systems with adaptive negative stiffness devices in yielding structures	19
Seismic structural health monitoring using the modal assurance distribution	19
A refined nonlinear analytical method for buried pipelines crossing strike‐slip faults	19
Fragility and vulnerability analysis of deteriorating ordinary bridges using simulated ground‐motion sequences	19
Seismic behaviour of rubble masonry: Shake table test and numerical modelling	19
Fragility curves and seismic demand hazard analysis of rocking walls restrained with elasto‐plastic ties	19
Seismic response distribution expressions for on‐ground rigid rocking blocks under ordinary ground motions	18
Risk‐based seismic design of base‐isolated structures with single surface friction sliders	18
Seismic behavior of novel low‐damage precast infill walls with sliding joints for reinforced concrete frame	18
Effective placement of self‐centering damage‐free connections for seismic‐resilient steel moment resisting frames	18

A novel macroelement model for the nonlinear analysis of masonry buildings. Part 2: Shear behavior	18
Floor spectra for bare and infilled reinforced concrete frames designed according to Eurocodes	18
Shear‐controlling rocking‐isolation podium system for enhanced resilience of high‐rise buildings	18
Flexible support of a pile embedded in unsaturated soil under Rayleigh waves	18
Performance‐based design of tall‐coupled cross‐laminated timber wall building	18
Damage detection via modal analysis of masonry structures using shaking table tests	18
Rocking incremental dynamic analysis	17
Effect of a V‐shaped canyon on the seismic response of a bridge under oblique incident SH waves	17
Experimental and numerical studies of seismic fluid‐structure interaction in a base‐supported cylindrical vessel	17
Parametric experimental investigation of unbonded post‐tensioned reinforced concrete bridge piers under cyclic loading	17
Seismic response evaluation of a five‐story buckling‐restrained braced frame using multi‐element pseudo‐dynamic hybrid simulations	17
Structural health monitoring of a 32‐storey steel‐frame building using 50 years of seismic monitoring data	17
Generalized ground motion prediction model using hybrid recurrent neural network	17
Performance‐based seismic retrofitting of frame structures using negative stiffness devices and fluid viscous dampers via optimization	17
Performance of unscented Kalman filter for model updating with experimental data	17
Probabilistic loss assessment of curved bridges considering the effect of ground motion directionality	17
Finite element analysis of the seismic shake‐table response of a rocking podium structure	16
Kriging metamodeling for seismic response distribution estimation	16
Seismic damage prediction of RC buildings using machine learning	16
3D time‐domain nonlinear analysis of soil‐structure systems subjected to obliquely incident SV waves in layered soil media	16
Seismic fragility analysis based on artificial ground motions and surrogate modeling of validated structural simulators	16
Effects of vertical ground motions on the dynamic response of URM structures: Comparative shake‐table tests	16
Evaluation of the adequacy of a spring‐mass model in analyses of liquid sloshing in anchored storage tanks	16
Three‐dimensional nonlinear soil–structure interaction for Rayleigh wave incidence in layered soils	16
Amplitude scaling of ground motions as a potential source of bias: Large‐scale investigations on structural drifts	15
Damping considerations for rocking block dynamics using the discrete element method	15
A variational rigid‐block modeling approach to nonlinear elastic and kinematic analysis of failure mechanisms in historic masonry structures subjected to lateral loads	15
A generalized seismic sliding model of slopes with multiple slip surfaces	15
Multi‐hazard typhoon and earthquake collapse fragility models for transmission towers: An active learning reliability approach using gradient boosting classifiers	15
Anchor‐yield exposed column bases for minimizing residual deformations in seismic‐resistant steel moment frames	15
Seismic design of multiple‐rocking systems: A gradient‐based optimization approach	14
Deep learning based seismic response prediction of hysteretic systems having degradation and pinching	14
Earthquake input and state estimation for buildings using absolute floor accelerations	14
On the seismic loss estimation of integrated performance‐based designed buildings	14
Quantifying the effects of long‐duration earthquake ground motions on the financial losses of steel moment resisting frame buildings of varying design risk category	14
Clustering‐based adaptive ground motion selection algorithm for efficient estimation of structural fragilities	14
Seismic damage analysis due to near‐fault multipulse ground motion	14
An empirical model for the vertical‐to‐horizontal spectral ratios for Italy	14
Engineering evaluation of the EQSIM simulated ground‐motion database: The San Francisco Bay Area region	14
Free‐rocking tests of a freestanding object with variation of center of gravity	14
Probabilistic characterization of the directionality of horizontal earthquake response spectra	14
Seismic experiments and shear resistance prediction of multi‐celled corrugated‐plate CFST walls	14
Seismic fragility and intensity measure investigation for rocking podium structures under synthetic pulse‐like excitations	14
Conditional spectrum record selection faithful to causative earthquake parameter distributions	14
Influence of the design objectives on the seismic performance of steel moment resisting frames retrofitted with buckling restrained braces	14
Ground motion selection based on a multi‐intensity‐measure conditioning approach with emphasis on diverse earthquake contents	13
Seismic response of elastic multidegree of freedom oscillators placed on the top of rocking storey	13
Risk estimation of the disaster waste generated by both ground motion and tsunami due to the anticipated Nankai Trough earthquake	13
Reliability analysis of damping estimation by random decrement technique for high‐rise buildings	13
Experimental testing of hybrid sliding‐rocking bridge columns under torsional and biaxial lateral loading	13
Design parameters and material‐scale damage evolution of seismic upgraded RC frames by viscoelastic haunch bracing‐dampers	13
Seismic control performance of a three‐story frame prototype equipped with semi‐active variable stiffness and damping structural joints	13
Seismic fragility analysis of railway reinforced concrete bridges considering real‐time vehicle‐bridge interaction with the aid of co‐simulation techniques	13
Seismic fragility models for base‐isolated unreinforced masonry buildings with fibre‐reinforced elastomeric isolators	13
Experimental verification of electromagnetic multiple tuned mass dampers for energy harvesting and structural control	13
Updated probabilistic seismic performance assessment framework for ordinary standard bridges in California	13
Seismic vulnerability assessment of steel storage tanks protected through sliding isolators	13
Impact of soil‐structure interaction on the effectiveness of Tuned Mass Dampers	13
On the assessment of seismic performance of bridge piers on caisson foundations subjected to strong ground motions	12
Structure–soil–structure interaction (SSSI) of adjacent buildings with shallow foundations on liquefiable soil	12
The use of Stick‐IT model for the prediction of direct economic losses	12
Interstory drift based scaling of earthquake ground motions	12
Intensity measures, fragility analysis and dimensionality reduction of rocking under far‐field ground motions	12
Insights into damping ratios in buildings	12
Effect of superstructure modeling assumptions on the seismic performance of seismically isolated buildings	12
Deep learning‐based evaluation for mechanical property degradation of seismically damaged RC columns	12
Probabilistic seismic evaluation of SMA‐based self‐centering braced structures considering uncertainty of regional temperature	12
Experimental study of the seismic response of a structure set amongst closely adjacent structures	12
Genetic algorithm‐based ground motion selection method matching target distribution of generalized conditional intensity measures	12
Hybrid geotechnical and structural seismic isolation: Shake table tests	12
A novel Woodbury solution method for nonlinear seismic response analysis of large‐scale structures	12
Mechanism study of vehicle‐bridge dynamic interaction under earthquake ground motion	12
Insight into energy dissipation behavior of a SDOF structure controlled by the pounding tuned mass damper system	12
Experimental performance of a multi‐storey braced frame structure with non‐structural industrial components subjected to synthetic ground motions	12
Detection of infill wall damage due to earthquakes from vibration data	12
An efficient algorithm to simulate site‐based ground motions that match a target spectrum	11
Vision‐based seismic damage detection and residual capacity assessment for an RC shaking table test structure	11
Experimental investigation of self‐centering hybrid concrete shear walls subjected to horizontal cyclic loading	11
Low‐prestressing, self‐centering energy dissipative brace	11
Marker‐free vision‐based method for vibration measurements of RC structure under seismic vibration	11

An integrated simulation method for soil‐structure interaction analysis of nuclear structures	11
Development and investigation of an innovative shape memory alloy cable‐controlled self‐centering viscoelastic coupling beam damper for seismic mitigation in coupled shear wall structures	11
The influence of the vertical component of ground motion on the probabilistic treatment of the rocking response of free‐standing blocks	11
Experimental investigation of pulse‐type ground motion effects on a steel building with nonlinear viscous dampers	11
Modal analysis of an arch dam combining ambient vibration measurements, advanced fluid‐element method and modified engineering approach	11
Surrogate modeling of structural seismic response using probabilistic learning on manifolds	11
Investigation of pile‐induced filtering of seismic ground motion considering embedment effect	11
Hybrid data‐driven hazard‐consistent drift models for SMRF	11
Stochastic simulation of earthquake ground motions for the seismic assessment of monumental masonry structures: Source‐based vs site‐based approaches	11
Epistemic uncertainty in poorly detailed existing frames accounting for masonry infill variability and RC shear failure	11
Performance evaluation of seismically isolated buildings near active faults	11
Assessment of ground motion amplitude scaling using interpretable Gaussian process regression: Application to steel moment frames	10
Performance‐based optimum tuning of tuned mass dampers on steel moment frames for seismic applications using the endurance time method	10
Three‐dimensional fragility surface for reinforced concrete shear walls using image‐based damage features	10
Large‐scale ground motion simulation of the 2016 Kumamoto earthquake incorporating soil nonlinearity and topographic effects	10
Shake table test of a two‐story steel building seismically retrofitted using gravity‐controlled rocking braced frame system	10
Seismic risk analysis of electrical substations based on the network analysis method	10
Seismic risk scenario for the historical centre of castelpoto in Southern Italy	10
A probabilistic strong floor motion duration model for seismic performance assessment of non‐structural building elements	10
Finite element modeling of buildings with structural and foundation rocking on dry sand	10
Phenomenological hysteretic model for superelastic NiTi shape memory alloys accounting for functional degradation	10
Partitioned analysis of soil‐structure interaction for Nuclear Island Buildings	10
Towards probabilistic seismic performance of vehicle‐bridge interaction systems: From stochastic dynamic model to fragility analysis	10
Nonlinear soil effects on observed and simulated response spectra	10
Experimental and analytical study on ground motion characteristics under structure cluster disturbance	10
Quantifying uncertainties and correlations of engineering demand parameters of building structures for regional seismic loss assessment	10
Proposal and validation of a design procedure for concentrically braced frames in the chevron configuration	10
Effect of boundary condition on the cyclic response of I‐shaped steel columns: Two‐story subassemblage versus isolated column tests	10
Experimental research on seismic response of split‐type prefabricated utility tunnels through shaking table tests	10
Seismic reliability assessment of bridge networks considering travel time and connectivity reliabilities	10
A new nonlinear spring‐dashpot model of CPRF of NPP structure based on coupled BEM‐FEM approach	10
Development of regional simulation of seismic ground‐motion and induced liquefaction enhanced by GPU computing	10
Real‐time hybrid simulation with multi‐fidelity Co‐Kriging for global response prediction under structural uncertainties	10
Geometry‐guided semantic segmentation for post‐earthquake buildings using optical remote sensing images	9
Uniform risk spectra for rocking structures	9
Response analysis of yielding structures coupled to rocking walls with supplemental damping	9
Forward modeling of Rayleigh surface waves for analytical characterization of dominant dispersion trends	9
Site‐specific liquefaction fragility analysis: Cloud, stripe, and incremental approaches	9
A time‐frequency dependent coherence model for seismic ground motions	9
Nonlinear truss models for strain‐based seismic evaluation of planar RC walls	9
Structural optimal hybrid control strategies employing dynamic dual units: inerter and spring	9
Physical modelling of reinforced concrete at a 1:40 scale using additively manufactured reinforcement cages	9
Influence of abutment straight backwall fracture on the seismic response of bridges	9
Extension of displacement‐based simplified procedures to the seismic loss assessment of multi‐span RC bridges	9
Seismic design and performance of steel concentrically braced frame buildings with dissipative floor connectors	9
Mixed Lagrangian formalism for dynamic analysis of self‐centering systems	9
Bi‐directional collapse fragility assessment by DFEM of unreinforced masonry buildings with openings and different confinement configurations	9
Scaled shaking table testing of higher‐mode effects on the seismic response of tall and slender structures	9
On the seismic performance of straight integral abutment bridges: From advanced numerical modelling to a practice‐oriented analysis method	9
Non‐linear dynamic model of a two‐bodies vertical spanning wall elastically restrained at the top	9
Regional‐scale seismic fragility, loss, and resilience assessment using physics‐based simulated ground motions: An application to Istanbul	9
Novel post‐tensioned rocking piles for enhancing the seismic resilience of bridges	9
Towards a practical loss‐based design approach and procedure	9
A new empirical method for obtaining horizontal site amplification factors with soil nonlinearity	9
Influence of a new‐bored neighbouring cavity on the seismic response of an existing tunnel under incident P‐ and SV‐waves	9
Multi‐hazard fragility assessment of monopile offshore wind turbines under earthquake, wind and wave loads	9
Bayesian‐network‐based risk modeling and inference for structures under a sequence of main and aftershocks	9
Simulating nonstationary and non‐Gaussian vector ground motions with time‐ and frequency‐dependent lagged coherence	9
Nonstationary spatial correlation in New Zealand strong ground‐motion data	9
Damping implementation issues for in‐structure response estimation of seismically isolated nuclear structures	8
Multi‐performance objectives optimum design method and vibration control application of generalized toggle–brace–damper system	8
Computation of amplification functions of earth dam‐flexible canyon systems by the hybrid FEM‐SBFEM technique	8
Experimental and analytical study of Friction Connection for seismic retrofit with Cross‐Laminated Timber (CLT) panels	8
A benchmark shaking table test on the seismic responses of an extra‐large LNG storage tank	8
Seismic displacement of earth slopes incorporating co‐seismic accumulation of dynamic pore water pressure	8
Statistical property parameterization of simple rocking block response	8
An empirical transcendental hysteresis model for structural systems with pinching and degradation	8
Exploring the site dependency of fragility functions in risk‐targeted design	8
Intensity measures as interfacing variables versus response proxies: The case of rigid rocking blocks	8
Influence of site–city interaction on the response of structures considering soil stiffness, height, and number of buildings	8
A full‐probabilistic cloud analysis for structural seismic fragility via decoupled M‐PDEM	8
Finite element modeling of free‐standing cylindrical columns under seismic excitation	8
Steel frame with aseismic floor: From the viscoelastic decoupler model to the elastic structural response	8
Model updating method for hybrid simulation based on global sensitivity analysis	8
Modeling and validation of three‐dimensional sliding‐rocking rigid block subjected to earthquake excitation	8
Lid induced sloshing suppression and evaluation of wall stresses in a liquid storage tank including seismic soil‐structure interaction	8
A new Distinct Element meso‐model for simulating the rocking‐dominated seismic response of RC columns	8
Pulse‐period – moment‐magnitude relations derived with wavelet analysis and their relevance to estimate structural deformations	8
Coupled structural and heat conduction FE analysis of laminated high damping rubber bearing	8
Site classification using deep‐learning‐based image recognition techniques	8
Experimental evaluation of CV‐Voronoi based adaptive sampling for Kriging meta‐modeling of multiple responses through real‐time hybrid simulation	8
Proposed nonlinear macro‐model for seismic risk assessment of composite‐steel moment resisting frames	8
Shear performance evaluation of PHC piles under different levels of axial load ratio	8
Performance‐based seismic classification of acceleration‐sensitive non‐structural elements	8
Variability of near‐fault seismic risk to reinforced concrete buildings based on high‐resolution physics‐based ground motion simulations	8
Experimental validation, analytical investigation, and design method of tuned mass damper‐clutching inerter for robust control of structures	8
Comprehensive mechanics‐based virtual model of NHERI@UCSD shake table—Uniaxial configuration and bare table condition	8
Seismic demands of steel moment resisting frames with inelastic beam‐to‐column web panel zones	8
A risk‐targeted seismic performance assessment of elephant‐foot buckling in walls of unanchored steel storage tanks	8
Limitation of base isolation in protecting freestanding contents in buildings	7
Effects and dynamic characteristics of the core‐suspended isolation system assessed by long‐term structural health monitoring	7
Seismic protection by rocking with superelastic tendon restraint	7
Seismic assessment of free‐standing artifacts: Full‐scale tests on large shake table	7
Experimental study on the effects of bi‐directional loading pattern on rectangular reinforced concrete walls	7
Improved seismic risk evaluation for high‐voltage switchgear equipment: A copula‐based framework considering joint failure modes	7