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	73
Seismic performance of bridges with novel SMA cable‐restrained high damping rubber bearings against near‐fault ground motions	73
Optimal DCFP bearing properties and seismic performance assessment in nondimensional form for isolated bridges	68
Experimental seismic performance assessment and numerical modelling of nonlinear inerter vibration absorber (IVA)‐equipped base isolated structures tested on shaking table	55
Performance of geotechnical seismic isolation system using rubber‐soil mixtures in centrifuge testing	53
A procedure for 3D simulation of seismic wave propagation considering source‐path‐site effects: Theory, verification and application	51
Data‐driven rapid damage evaluation for life‐cycle seismic assessment of regional reinforced concrete bridges	50
A three‐dimensional macroelement for modelling the in‐plane and out‐of‐plane response of masonry walls	49
Reinforced moment‐resisting glulam bolted connection with coupled long steel rod with screwheads for modern timber frame structures	45
Fragility and risk assessment of freestanding building contents	44
Large‐scale field testing of geotechnical seismic isolation of structures using gravel‐rubber mixtures	43
A new effective stress method for nonlinear site response analyses	41
Tuned inerter dampers with linear hysteretic damping	39
Shake table testing of a rocking podium: Results of a blind prediction contest	39
Intelligent structural design of shear wall residence using physics‐enhanced generative adversarial networks	36
Seismic reliability of structures equipped with LIR‐DCFP bearings in terms of superstructure ductility and isolator displacement	34
Seismic robustness of self‐centering braced frames suffering tendon failure	34
Shake‐table test of a two‐storey low‐damage concrete wall building	34
Reproducing ground response using in‐situ soil dynamic parameters	33
Seismic performance of dual systems coupling moment‐resisting and buckling‐restrained braced frames	33
Hysteretic energy‐based state‐dependent fragility for ground‐motion sequences	32
Integral abutment bridges: Investigation of seismic soil‐structure interaction effects by shaking table testing	32
Seismic performance assessment of a multispan continuous isolated highway bridge with superelastic shape memory alloy reinforced piers and restraining devices	31
Application of open tools and datasets to probabilistic modeling of road traffic disruptions due to earthquake damage	28
Machine‐learning‐enhanced tail end prediction of structural response statistics in earthquake engineering	28

Reduced‐order models for the seismic assessment of plan‐irregular low‐rise frame buildings	27
Interstory drift ratio associated with performance objectives for shallow‐buried multistory and span subway stations in inhomogeneous soil profiles	27
Seismic fragility assessment of masonry building aggregates: A case study in the old city Centre of Seixal, Portugal	27
Physics‐based probabilistic seismic hazard and loss assessment in large urban areas: A simplified application to Istanbul	27
Dynamic loading tests and seismic response analysis of a stud‐type damper composed of multiple friction units with disc springs	26
Optimization of distribution patterns of link beams in a double‐column tall pier bent subjected to earthquake excitations	25
Frequency independent damped outrigger systems for multi‐mode seismic control of super tall buildings with frequency independent negative stiffness enhancement	25
Seismic vulnerability modelling of building portfolios using artificial neural networks	25
A computational workflow for rupture‐to‐structural‐response simulation and its application to Istanbul	24
Response of a scale‐model pile group for a jacket foundation of an offshore wind turbine in liquefiable ground during shaking table tests	23
Unifying causal model of rate‐independent linear damping for effectively reducing seismic response in low‐frequency structures	23
Effectiveness and robustness of an asymmetric nonlinear energy sink‐inerter for dynamic response mitigation	23
Shaking table tests of a resilient bridge system with precast reinforced concrete columns equipped with springs	23
Development of fragility surfaces for reinforced concrete buildings under mainshock‐aftershock sequences	22
Seismic control of flexible rocking structures using inerters	22
Seismic response and failure mechanism of underground frame structures based on dynamic centrifuge tests	22
Regional seismic responses of shallow basins incorporating site‐city interaction analyses on high‐rise building clusters	22
Selection of seismic intensity measures for prescribed limit states using alternative nonlinear dynamic analysis methods	22
Experimental and numerical studies on buckling restrained braces with posttensioned carbon fiber composite cables	22
Life‐cycle benefits estimation for hybrid seismic‐resistant self‐centering braced frames	22
Experimental and numerical investigations on seismic behavior of stiffened corrugated steel plate shear walls	21
Seismic evaluation of friction spring‐based self‐centering braced frames based on life‐cycle cost	21
Seismic performance of buildings with novel self‐centering base isolation system for earthquake resilience	21
Proportioning of self‐centering energy dissipative braces	21
Empirical nonergodic shaking scenarios based on spatial correlation models: An application to central Italy	21
Evaluation of uniaxial contact models for moat wall pounding simulations	20
Seismic evaluation of two‐elevation ceiling system by shake table tests	20
Device uncertainty propagation in low‐ductility RC frames retrofitted with BRBs for seismic risk mitigation	20
In‐plane/out‐of‐plane interaction of strong masonry infills: From cyclic tests to out‐of‐plane verifications	20
Response spectra of fitted post‐seismic residual track irregularity for high‐speed railway	20
Analysis of bridge structures crossing strike‐slip fault rupture zones: A simple method for generating across‐fault seismic ground motions	20
Distinct element modeling of the dynamic response of a rocking podium tested on a shake table	20
Artificial neural network application in predicting probabilistic seismic demands of bridge components	20
Shake‐table tests of innovative drift sensitive nonstructural elements in a low‐damage structural system	19
Seismic performance of Eurocode‐compliant ductile steel MRFs	19
Experimental investigation of a low‐prestressed self‐centering energy dissipative brace	19
Surrogate probabilistic seismic demand modelling of inelastic single‐degree‐of‐freedom systems for efficient earthquake risk applications	19
Dynamics and seismic performance of rocking bridges accounting for the abutment‐backfill contribution	19
Effect of kinematic interaction on seismic response of offshore wind turbines on monopiles	19
Multihazard framework for investigating high‐rise base‐isolated buildings under earthquakes and long‐duration winds	19
A novel macroelement model for the nonlinear analysis of masonry buildings. Part 1: Axial and flexural behavior	19
Seismic behavior of a partially grouted reinforced masonry structure: Shake‐table testing and numerical analyses	19
Seismic response study of ordinary and isolated bridges crossing strike‐slip fault rupture zones	19
Strength‐reduction factors for the design of light nonstructural elements in buildings	18
Theory of plastic mechanism control: A new approach for the optimization of seismic resistant steel frames	18
Shaking table tests of a full‐scale flat‐bottom manufactured steel silo filled with wheat: Main results on the fixed‐base configuration	18
Seismic reliability implied by behavior‐factor‐based design	18
Modified model‐based control of shake tables for online acceleration tracking	18
Implications of strong earthquake ground motion duration on the response and testing of seismic isolation systems	17
An energy‐frequency parameter for earthquake ground motion intensity measure	17

An analytical solution for the horizontal vibration behavior of a cylindrical rigid foundation in poroelastic soil layer	17
Spatial correlation of broadband ground motions from physics‐based numerical simulations	17
Design, manufacturing, and testing of a hybrid self‐centering brace for seismic resilience of buildings	17
Seismic structural health monitoring using the modal assurance distribution	17
Simplified analysis of bilinear elastic systems exhibiting negative stiffness behavior	17
Fragility curves and seismic demand hazard analysis of rocking walls restrained with elasto‐plastic ties	17
A novel macroelement model for the nonlinear analysis of masonry buildings. Part 2: Shear behavior	16
Seismic response of a cross interchange metro station in soft soil: Physical and numerical modeling	16
Seismic surface wave attenuation by resonant metasurfaces on stratified soil	16
Effective placement of self‐centering damage‐free connections for seismic‐resilient steel moment resisting frames	16
Dynamic calibration and seismic validation of numerical models of URM buildings through permanent monitoring data	16
Rocking incremental dynamic analysis	16
Influence of directionality of spectral‐compatible Bi‐directional ground motions on critical seismic performance assessment of base‐isolation structures	16
Structural health monitoring of a 32‐storey steel‐frame building using 50 years of seismic monitoring data	16
Effectiveness and robustness of braced‐damper systems with adaptive negative stiffness devices in yielding structures	16
Floor spectra for bare and infilled reinforced concrete frames designed according to Eurocodes	16
A Macro‐Distinct Element Model (M‐DEM) for simulating in‐plane/out‐of‐plane interaction and combined failure mechanisms of unreinforced masonry structures	16
A refined nonlinear analytical method for buried pipelines crossing strike‐slip faults	16
Validation of (not‐historical) large‐event near‐fault ground‐motion simulations for use in civil engineering applications	15
Generalized ground motion prediction model using hybrid recurrent neural network	15
Flexible support of a pile embedded in unsaturated soil under Rayleigh waves	15
Performance‐based design of tall‐coupled cross‐laminated timber wall building	15
Experimental and numerical studies of seismic fluid‐structure interaction in a base‐supported cylindrical vessel	15
Ground motion spatial correlation fitting methods and estimation uncertainty	15
Seismic behaviour of rubble masonry: Shake table test and numerical modelling	15
Robustness of simplified analysis methods for rocking structures on compliant soil	15
Performance‐based seismic retrofitting of frame structures using negative stiffness devices and fluid viscous dampers via optimization	15
Uncoupled rocking and shear base‐mechanisms for resilient reinforced concrete high‐rise buildings	14
Free‐rocking tests of a freestanding object with variation of center of gravity	14
Entropy‐based intensity measure selection for site‐specific probabilistic seismic risk assessment	14
Tall building performance‐based seismic design using SCEC broadband platform site‐specific ground motion simulations	14
Earthquake ground motion modeling of induced seismicity in the Groningen gas field	14
Earthquake input and state estimation for buildings using absolute floor accelerations	14
Collapse prognosis of a long‐span cable‐stayed bridge based on shake table test and nonlinear model updating	14
Seismic behavior of novel low‐damage precast infill walls with sliding joints for reinforced concrete frame	14
Damage detection via modal analysis of masonry structures using shaking table tests	14
Fiber‐based hysteretic model for simulating strength and stiffness deterioration of steel hollow structural section columns under cyclic loading	14
Effects of time‐variant modal frequencies of high‐rise buildings on damping estimation	14
Finite element analysis of the seismic shake‐table response of a rocking podium structure	14
Effects of vertical ground motions on the dynamic response of URM structures: Comparative shake‐table tests	14
Seismic response evaluation of a five‐story buckling‐restrained braced frame using multi‐element pseudo‐dynamic hybrid simulations	14
Kriging metamodeling for seismic response distribution estimation	14
Probabilistic loss assessment of curved bridges considering the effect of ground motion directionality	14
Damping considerations for rocking block dynamics using the discrete element method	14
Parametric experimental investigation of unbonded post‐tensioned reinforced concrete bridge piers under cyclic loading	13
Estimating economic losses of midrise reinforced concrete shear wall buildings in sedimentary basins by combining empirical and simulated seismic hazard characterizations	13
Shear‐controlling rocking‐isolation podium system for enhanced resilience of high‐rise buildings	13
Multivariate return period‐based ground motion selection for improved hazard consistency over a vector of intensity measures	13
Variance‐based sensitivity analyses and uncertainty quantification for FEMA P‐58 consequence predictions	13
Full‐scale shaking table test and numerical modeling of a 3000‐liter legged storage tank isolated with a vertical rocking isolation system	13
Risk‐based seismic design of base‐isolated structures with single surface friction sliders	13
Enhanced design and experimental investigation of disc spring‐based self‐centering buckling‐restrained braces with a compounded combination mode	13
An empirical model for the vertical‐to‐horizontal spectral ratios for Italy	13
Seismic control of super high‐rise structures with double‐layer tuned particle damper	13
Amplitude scaling of ground motions as a potential source of bias: Large‐scale investigations on structural drifts	13
Reliability analysis of damping estimation by random decrement technique for high‐rise buildings	13
A variational rigid‐block modeling approach to nonlinear elastic and kinematic analysis of failure mechanisms in historic masonry structures subjected to lateral loads	12
Conditional spectrum record selection faithful to causative earthquake parameter distributions	12
On the seismic loss estimation of integrated performance‐based designed buildings	12
Mechanism study of vehicle‐bridge dynamic interaction under earthquake ground motion	12
Three‐dimensional nonlinear soil–structure interaction for Rayleigh wave incidence in layered soils	12
Seismic response distribution expressions for on‐ground rigid rocking blocks under ordinary ground motions	12
Evolution of modal characteristics of a mid‐rise cold‐formed steel building during construction and earthquake testing	12
Clustering‐based adaptive ground motion selection algorithm for efficient estimation of structural fragilities	12
A generalized seismic sliding model of slopes with multiple slip surfaces	12
Seismic fragility analysis based on artificial ground motions and surrogate modeling of validated structural simulators	12
3D time‐domain nonlinear analysis of soil‐structure systems subjected to obliquely incident SV waves in layered soil media	12
Fragility and vulnerability analysis of deteriorating ordinary bridges using simulated ground‐motion sequences	12
Seismic control performance of a three‐story frame prototype equipped with semi‐active variable stiffness and damping structural joints	12
Fail‐safe optimization of viscous dampers for seismic retrofitting	12
Anchor‐yield exposed column bases for minimizing residual deformations in seismic‐resistant steel moment frames	12
Experimental performance of a multi‐storey braced frame structure with non‐structural industrial components subjected to synthetic ground motions	11
Genetic algorithm‐based ground motion selection method matching target distribution of generalized conditional intensity measures	11
Performance of unscented Kalman filter for model updating with experimental data	11
Quantifying the effects of long‐duration earthquake ground motions on the financial losses of steel moment resisting frame buildings of varying design risk category	11
Probabilistic characterization of the directionality of horizontal earthquake response spectra	11
Insight into energy dissipation behavior of a SDOF structure controlled by the pounding tuned mass damper system	11
Insights into damping ratios in buildings	11
Correlation properties of integral ground‐motion intensity measures from Italian strong‐motion records	11
Updated probabilistic seismic performance assessment framework for ordinary standard bridges in California	11

Seismic design of multiple‐rocking systems: A gradient‐based optimization approach	11
Interstory drift based scaling of earthquake ground motions	11
Seismic fragility and intensity measure investigation for rocking podium structures under synthetic pulse‐like excitations	11
Hybrid geotechnical and structural seismic isolation: Shake table tests	11
Modeling viscous damping in nonlinear response history analysis of steel moment‐frame buildings: Design‐plus ground motions	11
The use of Stick‐IT model for the prediction of direct economic losses	11
Impacts of simulated M9 Cascadia Subduction Zone earthquakes considering amplifications due to the Georgia sedimentary basin on reinforced concrete shear wall buildings	10
Seismic response of elastic multidegree of freedom oscillators placed on the top of rocking storey	10
Experimental investigation of self‐centering hybrid concrete shear walls subjected to horizontal cyclic loading	10
Dynamic response analysis of nonlinear secondary oscillators to idealised seismic pulses	10
Performance evaluation of seismically isolated buildings near active faults	10
Impact of soil‐structure interaction on the effectiveness of Tuned Mass Dampers	10
Ground motion selection based on a multi‐intensity‐measure conditioning approach with emphasis on diverse earthquake contents	10
On the assessment of seismic performance of bridge piers on caisson foundations subjected to strong ground motions	10
Simplified Dynamic Model for Post‐tensioned Cross‐laminated Timber Rocking Walls	10
Risk estimation of the disaster waste generated by both ground motion and tsunami due to the anticipated Nankai Trough earthquake	10
Modal analysis of an arch dam combining ambient vibration measurements, advanced fluid‐element method and modified engineering approach	10
Phenomenological hysteretic model for superelastic NiTi shape memory alloys accounting for functional degradation	10
Shake table test of a two‐story steel building seismically retrofitted using gravity‐controlled rocking braced frame system	10
Influence of the design objectives on the seismic performance of steel moment resisting frames retrofitted with buckling restrained braces	10
Integration of 3D large‐scale earthquake simulations into the assessment of the seismic risk of Bogota, Colombia	10
Experimental investigation of pulse‐type ground motion effects on a steel building with nonlinear viscous dampers	10
Effect of superstructure modeling assumptions on the seismic performance of seismically isolated buildings	10
Deep learning‐based evaluation for mechanical property degradation of seismically damaged RC columns	10
Performance‐based optimum tuning of tuned mass dampers on steel moment frames for seismic applications using the endurance time method	10
Experimental and analytical study on ground motion characteristics under structure cluster disturbance	9
The influence of the vertical component of ground motion on the probabilistic treatment of the rocking response of free‐standing blocks	9
Evaluation of the adequacy of a spring‐mass model in analyses of liquid sloshing in anchored storage tanks	9
Nonlinear dynamic tests of a reinforced concrete frame building at different damage levels	9
Full‐scale hybrid test for realistic verification of a seismic upgrading technique of RC frames by BRBs	9
Seismic control of rocking structures via external resonators	9
Seismic performance of chevron‐configured special concentrically braced frames with yielding beams	9
Bi‐directional collapse fragility assessment by DFEM of unreinforced masonry buildings with openings and different confinement configurations	9
Nonlinear soil effects on observed and simulated response spectra	9
Seismic fragility models for base‐isolated unreinforced masonry buildings with fibre‐reinforced elastomeric isolators	9
Strong‐motion duration and response scaling of yielding and degrading eccentric structures	9
Finite element modeling of buildings with structural and foundation rocking on dry sand	9
Influence of seismic strain rates on the co‐ and post‐seismic response of civil engineering buildings	9
Probabilistic seismic evaluation of SMA‐based self‐centering braced structures considering uncertainty of regional temperature	9
Seismic damage prediction of RC buildings using machine learning	9
Experimental study of the seismic response of a structure set amongst closely adjacent structures	9
Experimental testing of hybrid sliding‐rocking bridge columns under torsional and biaxial lateral loading	9
Quantification of the reduction factors of seismic capacity for damaged RC column members using the experiment database	9
Experimental verification of electromagnetic multiple tuned mass dampers for energy harvesting and structural control	9
A probabilistic strong floor motion duration model for seismic performance assessment of non‐structural building elements	9
Low‐prestressing, self‐centering energy dissipative brace	9
Site‐specific liquefaction fragility analysis: Cloud, stripe, and incremental approaches	9
An integrated macroelement formulation for the dynamic response of inelastic deformable rocking bodies	9
An efficient algorithm to simulate site‐based ground motions that match a target spectrum	9
Pulse‐period – moment‐magnitude relations derived with wavelet analysis and their relevance to estimate structural deformations	8
Simulating nonstationary and non‐Gaussian vector ground motions with time‐ and frequency‐dependent lagged coherence	8
Non‐linear dynamic model of a two‐bodies vertical spanning wall elastically restrained at the top	8
Real‐time hybrid simulation with multi‐fidelity Co‐Kriging for global response prediction under structural uncertainties	8
Extension of displacement‐based simplified procedures to the seismic loss assessment of multi‐span RC bridges	8
A new empirical method for obtaining horizontal site amplification factors with soil nonlinearity	8
Towards a practical loss‐based design approach and procedure	8
Mixed Lagrangian formalism for dynamic analysis of self‐centering systems	8
Multi‐hazard typhoon and earthquake collapse fragility models for transmission towers: An active learning reliability approach using gradient boosting classifiers	8
Engineering evaluation of the EQSIM simulated ground‐motion database: The San Francisco Bay Area region	8
Influence of site–city interaction on the response of structures considering soil stiffness, height, and number of buildings	8
Influence of abutment straight backwall fracture on the seismic response of bridges	8
Seismic design and performance of steel concentrically braced frame buildings with dissipative floor connectors	8
Response analysis of yielding structures coupled to rocking walls with supplemental damping	8
Effect of boundary condition on the cyclic response of I‐shaped steel columns: Two‐story subassemblage versus isolated column tests	8
An empirical transcendental hysteresis model for structural systems with pinching and degradation	8
Nonlinear truss models for strain‐based seismic evaluation of planar RC walls	8
Multi‐degree‐of‐freedom force‐displacement mixed control strategy for structural testing	8
Development of regional simulation of seismic ground‐motion and induced liquefaction enhanced by GPU computing	8
Steel frame with aseismic floor: From the viscoelastic decoupler model to the elastic structural response	8
Proposal and validation of a design procedure for concentrically braced frames in the chevron configuration	8
Seismic vulnerability assessment of steel storage tanks protected through sliding isolators	8
Deep learning based seismic response prediction of hysteretic systems having degradation and pinching	8
Marker‐free vision‐based method for vibration measurements of RC structure under seismic vibration	7
Seismic demands of steel moment resisting frames with inelastic beam‐to‐column web panel zones	7
Seismic risk scenario for the historical centre of castelpoto in Southern Italy	7
Physical modelling of reinforced concrete at a 1:40 scale using additively manufactured reinforcement cages	7
Computation of amplification functions of earth dam‐flexible canyon systems by the hybrid FEM‐SBFEM technique	7
Structure–soil–structure interaction (SSSI) of adjacent buildings with shallow foundations on liquefiable soil	7
Seismic damage analysis due to near‐fault multipulse ground motion	7
Effects and dynamic characteristics of the core‐suspended isolation system assessed by long‐term structural health monitoring	7
Seismic fragility analysis of railway reinforced concrete bridges considering real‐time vehicle‐bridge interaction with the aid of co‐simulation techniques	7
Seismic performance of two classes of earth dams	7
Damping implementation issues for in‐structure response estimation of seismically isolated nuclear structures	7
Design parameters and material‐scale damage evolution of seismic upgraded RC frames by viscoelastic haunch bracing‐dampers	7
Proposed nonlinear macro‐model for seismic risk assessment of composite‐steel moment resisting frames	7
Assessment of ground motion amplitude scaling using interpretable Gaussian process regression: Application to steel moment frames	7
Experimental validation, analytical investigation, and design method of tuned mass damper‐clutching inerter for robust control of structures	7
Precast concrete spreader‐walls to improve the reparability of RC frame buildings	7
Seismic fracture evaluation of diaphragm joints in welded beam‐to‐box column moment connections	7
Seismic analysis of a modern 14‐story reinforced concrete core wall building system using the BTM‐shell methodology	7
Geometry‐guided semantic segmentation for post‐earthquake buildings using optical remote sensing images	7
Nonstationary spatial correlation in New Zealand strong ground‐motion data	7
Model updating method for hybrid simulation based on global sensitivity analysis	7
Unbiased rank selection for automatic hysteretic response extraction of RC frame buildings using acceleration recordings for post‐earthquake safety evaluations	7
Surrogate modeling of structural seismic response using probabilistic learning on manifolds	7