Earthquake Engineering & Structural Dynamics

Article	Citations
Seismic performance of bridges with novel SMA cable‐restrained high damping rubber bearings against near‐fault ground motions	68
Optimal DCFP bearing properties and seismic performance assessment in nondimensional form for isolated bridges	68
A deep learning approach to rapid regional post‐event seismic damage assessment using time‐frequency distributions of ground motions	66
Experimental seismic performance assessment and numerical modelling of nonlinear inerter vibration absorber (IVA)‐equipped base isolated structures tested on shaking table	53
Performance of geotechnical seismic isolation system using rubber‐soil mixtures in centrifuge testing	48
A three‐dimensional macroelement for modelling the in‐plane and out‐of‐plane response of masonry walls	48
Data‐driven rapid damage evaluation for life‐cycle seismic assessment of regional reinforced concrete bridges	48
A procedure for 3D simulation of seismic wave propagation considering source‐path‐site effects: Theory, verification and application	46
Large‐scale field testing of geotechnical seismic isolation of structures using gravel‐rubber mixtures	42
Fragility and risk assessment of freestanding building contents	41
A new effective stress method for nonlinear site response analyses	37
Shake table testing of a rocking podium: Results of a blind prediction contest	37
Reinforced moment‐resisting glulam bolted connection with coupled long steel rod with screwheads for modern timber frame structures	37
Tuned inerter dampers with linear hysteretic damping	36
Intelligent structural design of shear wall residence using physics‐enhanced generative adversarial networks	35
Reproducing ground response using in‐situ soil dynamic parameters	32
Seismic robustness of self‐centering braced frames suffering tendon failure	32
Mainshock‐aftershock state‐dependent fragility curves: A case of wood‐frame houses in British Columbia, Canada	32
Shake‐table test of a two‐storey low‐damage concrete wall building	32
Hysteretic energy‐based state‐dependent fragility for ground‐motion sequences	31
Seismic damage accumulation in multiple mainshock–aftershock sequences	31
Seismic reliability of structures equipped with LIR‐DCFP bearings in terms of superstructure ductility and isolator displacement	31
Seismic performance of dual systems coupling moment‐resisting and buckling‐restrained braced frames	30
Integral abutment bridges: Investigation of seismic soil‐structure interaction effects by shaking table testing	30
Seismic performance assessment of a multispan continuous isolated highway bridge with superelastic shape memory alloy reinforced piers and restraining devices	30

Hybrid simulation: An early history	30
Application of open tools and datasets to probabilistic modeling of road traffic disruptions due to earthquake damage	27
Dynamic analysis of track nonlinear energy sinks subjected to simple and stochastice excitations	27
Machine‐learning‐enhanced tail end prediction of structural response statistics in earthquake engineering	26
Physics‐based probabilistic seismic hazard and loss assessment in large urban areas: A simplified application to Istanbul	25
Seismic vulnerability modelling of building portfolios using artificial neural networks	25
Interstory drift ratio associated with performance objectives for shallow‐buried multistory and span subway stations in inhomogeneous soil profiles	25
Seismic fragility assessment of masonry building aggregates: A case study in the old city Centre of Seixal, Portugal	25
Reduced‐order models for the seismic assessment of plan‐irregular low‐rise frame buildings	23
A computational workflow for rupture‐to‐structural‐response simulation and its application to Istanbul	23
Response of a scale‐model pile group for a jacket foundation of an offshore wind turbine in liquefiable ground during shaking table tests	23
Dynamic loading tests and seismic response analysis of a stud‐type damper composed of multiple friction units with disc springs	22
Unifying causal model of rate‐independent linear damping for effectively reducing seismic response in low‐frequency structures	22
Regional seismic responses of shallow basins incorporating site‐city interaction analyses on high‐rise building clusters	21
Multi‐criteria decision making for seismic intensity measure selection considering uncertainty	21
Optimization of distribution patterns of link beams in a double‐column tall pier bent subjected to earthquake excitations	21
Seismic control of flexible rocking structures using inerters	21
Selection of seismic intensity measures for prescribed limit states using alternative nonlinear dynamic analysis methods	21
Shaking table tests of a resilient bridge system with precast reinforced concrete columns equipped with springs	20
Proportioning of self‐centering energy dissipative braces	20
Experimental and numerical studies on buckling restrained braces with posttensioned carbon fiber composite cables	20
Distinct element modeling of the dynamic response of a rocking podium tested on a shake table	20
Seismic response and failure mechanism of underground frame structures based on dynamic centrifuge tests	20
Effectiveness and robustness of an asymmetric nonlinear energy sink‐inerter for dynamic response mitigation	20
Analysis of bridge structures crossing strike‐slip fault rupture zones: A simple method for generating across‐fault seismic ground motions	19
Frequency independent damped outrigger systems for multi‐mode seismic control of super tall buildings with frequency independent negative stiffness enhancement	19
Development of fragility surfaces for reinforced concrete buildings under mainshock‐aftershock sequences	19
Device uncertainty propagation in low‐ductility RC frames retrofitted with BRBs for seismic risk mitigation	19
Empirical nonergodic shaking scenarios based on spatial correlation models: An application to central Italy	19
Cluster computing‐aided model updating for a high‐fidelity finite element model of a long‐span cable‐stayed bridge	19
A novel macroelement model for the nonlinear analysis of masonry buildings. Part 1: Axial and flexural behavior	19
Seismic evaluation of two‐elevation ceiling system by shake table tests	19
Seismic response study of ordinary and isolated bridges crossing strike‐slip fault rupture zones	19
Seismic performance of Eurocode‐compliant ductile steel MRFs	18
Strength‐reduction factors for the design of light nonstructural elements in buildings	18
Artificial neural network application in predicting probabilistic seismic demands of bridge components	18
Cost‐effective analysis technique for the design of bridges against strike‐slip faulting	18
Effect of kinematic interaction on seismic response of offshore wind turbines on monopiles	18
Seismic behavior of a partially grouted reinforced masonry structure: Shake‐table testing and numerical analyses	18
Shake‐table tests of innovative drift sensitive nonstructural elements in a low‐damage structural system	18
Evaluation of uniaxial contact models for moat wall pounding simulations	18
Modified model‐based control of shake tables for online acceleration tracking	18
Dynamics and seismic performance of rocking bridges accounting for the abutment‐backfill contribution	18
Seismic structural health monitoring using the modal assurance distribution	17
Seismic reliability implied by behavior‐factor‐based design	17
Fragility curves and seismic demand hazard analysis of rocking walls restrained with elasto‐plastic ties	17
Spatial correlation of broadband ground motions from physics‐based numerical simulations	17
Shaking table tests of a full‐scale flat‐bottom manufactured steel silo filled with wheat: Main results on the fixed‐base configuration	17
Multihazard framework for investigating high‐rise base‐isolated buildings under earthquakes and long‐duration winds	17
Seismic evaluation of friction spring‐based self‐centering braced frames based on life‐cycle cost	17

Experimental investigation of a low‐prestressed self‐centering energy dissipative brace	17
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 novel macroelement model for the nonlinear analysis of masonry buildings. Part 2: Shear behavior	16
In‐plane/out‐of‐plane interaction of strong masonry infills: From cyclic tests to out‐of‐plane verifications	16
Implications of strong earthquake ground motion duration on the response and testing of seismic isolation systems	16
Simplified analysis of bilinear elastic systems exhibiting negative stiffness behavior	16
A Macro‐Distinct Element Model (M‐DEM) for simulating in‐plane/out‐of‐plane interaction and combined failure mechanisms of unreinforced masonry structures	15
Surrogate probabilistic seismic demand modelling of inelastic single‐degree‐of‐freedom systems for efficient earthquake risk applications	15
Life‐cycle benefits estimation for hybrid seismic‐resistant self‐centering braced frames	15
Influence of directionality of spectral‐compatible Bi‐directional ground motions on critical seismic performance assessment of base‐isolation structures	15
Response spectra of fitted post‐seismic residual track irregularity for high‐speed railway	15
Experimental and numerical studies of seismic fluid‐structure interaction in a base‐supported cylindrical vessel	15
Performance‐based seismic retrofitting of frame structures using negative stiffness devices and fluid viscous dampers via optimization	15
Effective placement of self‐centering damage‐free connections for seismic‐resilient steel moment resisting frames	15
Robustness of simplified analysis methods for rocking structures on compliant soil	15
Dynamic calibration and seismic validation of numerical models of URM buildings through permanent monitoring data	15
Performance‐based design of tall‐coupled cross‐laminated timber wall building	15
Collapse prognosis of a long‐span cable‐stayed bridge based on shake table test and nonlinear model updating	14
Uncoupled rocking and shear base‐mechanisms for resilient reinforced concrete high‐rise buildings	14
Ground motion spatial correlation fitting methods and estimation uncertainty	14
Earthquake ground motion modeling of induced seismicity in the Groningen gas field	14
Rocking incremental dynamic analysis	14
Mainshock‐consistent ground motion record selection for aftershock sequences	14
A refined nonlinear analytical method for buried pipelines crossing strike‐slip faults	14
Tall building performance‐based seismic design using SCEC broadband platform site‐specific ground motion simulations	14
Finite element analysis of the seismic shake‐table response of a rocking podium structure	14
Earthquake input and state estimation for buildings using absolute floor accelerations	14
Free‐rocking tests of a freestanding object with variation of center of gravity	14
Fiber‐based hysteretic model for simulating strength and stiffness deterioration of steel hollow structural section columns under cyclic loading	14
Shear‐controlling rocking‐isolation podium system for enhanced resilience of high‐rise buildings	13
Structural health monitoring of a 32‐storey steel‐frame building using 50 years of seismic monitoring data	13
Multivariate return period‐based ground motion selection for improved hazard consistency over a vector of intensity measures	13
Seismic control of super high‐rise structures with double‐layer tuned particle damper	13
Theory of plastic mechanism control: A new approach for the optimization of seismic resistant steel frames	13
Seismic response of a cross interchange metro station in soft soil: Physical and numerical modeling	13
Entropy‐based intensity measure selection for site‐specific probabilistic seismic risk assessment	13
The role of ground motion duration and pulse effects in the collapse of ductile systems	13
An energy‐frequency parameter for earthquake ground motion intensity measure	13
Generalized ground motion prediction model using hybrid recurrent neural network	13
Seismic performance of buildings with novel self‐centering base isolation system for earthquake resilience	13
An analytical solution for the horizontal vibration behavior of a cylindrical rigid foundation in poroelastic soil layer	13
Estimating economic losses of midrise reinforced concrete shear wall buildings in sedimentary basins by combining empirical and simulated seismic hazard characterizations	13
Amplitude scaling of ground motions as a potential source of bias: Large‐scale investigations on structural drifts	13
Seismic behaviour of rubble masonry: Shake table test and numerical modelling	13
Reliability analysis of damping estimation by random decrement technique for high‐rise buildings	13
Damping considerations for rocking block dynamics using the discrete element method	13
Full‐scale shaking table test and numerical modeling of a 3000‐liter legged storage tank isolated with a vertical rocking isolation system	13
Flexible support of a pile embedded in unsaturated soil under Rayleigh waves	13
Seismic surface wave attenuation by resonant metasurfaces on stratified soil	13
Validation of (not‐historical) large‐event near‐fault ground‐motion simulations for use in civil engineering applications	13
Variance‐based sensitivity analyses and uncertainty quantification for FEMA P‐58 consequence predictions	12
3D time‐domain nonlinear analysis of soil‐structure systems subjected to obliquely incident SV waves in layered soil media	12
Risk‐based seismic design of base‐isolated structures with single surface friction sliders	12
Mechanism study of vehicle‐bridge dynamic interaction under earthquake ground motion	12
Anchor‐yield exposed column bases for minimizing residual deformations in seismic‐resistant steel moment frames	12
Effects of vertical ground motions on the dynamic response of URM structures: Comparative shake‐table tests	12
Evolution of modal characteristics of a mid‐rise cold‐formed steel building during construction and earthquake testing	12
Damage detection via modal analysis of masonry structures using shaking table tests	12
Effects of time‐variant modal frequencies of high‐rise buildings on damping estimation	12
Conditional spectrum record selection faithful to causative earthquake parameter distributions	12
Seismic response evaluation of a five‐story buckling‐restrained braced frame using multi‐element pseudo‐dynamic hybrid simulations	12
A generalized seismic sliding model of slopes with multiple slip surfaces	12
Design, manufacturing, and testing of a hybrid self‐centering brace for seismic resilience of buildings	12
Clustering‐based adaptive ground motion selection algorithm for efficient estimation of structural fragilities	11
Probabilistic loss assessment of curved bridges considering the effect of ground motion directionality	11
Experimental performance of a multi‐storey braced frame structure with non‐structural industrial components subjected to synthetic ground motions	11
On the seismic loss estimation of integrated performance‐based designed buildings	11
Seismic behavior of novel low‐damage precast infill walls with sliding joints for reinforced concrete frame	11
Kriging metamodeling for seismic response distribution estimation	11
Fail‐safe optimization of viscous dampers for seismic retrofitting	11
Insight into energy dissipation behavior of a SDOF structure controlled by the pounding tuned mass damper system	11
Genetic algorithm‐based ground motion selection method matching target distribution of generalized conditional intensity measures	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
Seismic demands on nonstructural components anchored to concrete accounting for structure‐fastener‐nonstructural interaction (SFNI)	11
The use of Stick‐IT model for the prediction of direct economic losses	11
Seismic response distribution expressions for on‐ground rigid rocking blocks under ordinary ground motions	11
A variational rigid‐block modeling approach to nonlinear elastic and kinematic analysis of failure mechanisms in historic masonry structures subjected to lateral loads	11
Parametric experimental investigation of unbonded post‐tensioned reinforced concrete bridge piers under cyclic loading	11
Integration of 3D large‐scale earthquake simulations into the assessment of the seismic risk of Bogota, Colombia	10

Seismic fragility and intensity measure investigation for rocking podium structures under synthetic pulse‐like excitations	10
Seismic response of elastic multidegree of freedom oscillators placed on the top of rocking storey	10
Effect of superstructure modeling assumptions on the seismic performance of seismically isolated buildings	10
Dynamic response analysis of nonlinear secondary oscillators to idealised seismic pulses	10
Probabilistic characterization of the directionality of horizontal earthquake response spectra	10
Seismic fragility analysis based on artificial ground motions and surrogate modeling of validated structural simulators	10
Impacts of simulated M9 Cascadia Subduction Zone earthquakes considering amplifications due to the Georgia sedimentary basin on reinforced concrete shear wall buildings	10
Ground motion selection based on a multi‐intensity‐measure conditioning approach with emphasis on diverse earthquake contents	10
Performance of unscented Kalman filter for model updating with experimental data	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
Seismic control performance of a three‐story frame prototype equipped with semi‐active variable stiffness and damping structural joints	10
Modeling viscous damping in nonlinear response history analysis of steel moment‐frame buildings: Design‐plus ground motions	10
Seismic design of multiple‐rocking systems: A gradient‐based optimization approach	10
An empirical model for the vertical‐to‐horizontal spectral ratios for Italy	10
Fragility and vulnerability analysis of deteriorating ordinary bridges using simulated ground‐motion sequences	10
Hybrid geotechnical and structural seismic isolation: Shake table tests	10
Risk estimation of the disaster waste generated by both ground motion and tsunami due to the anticipated Nankai Trough earthquake	10
Experimental investigation of pulse‐type ground motion effects on a steel building with nonlinear viscous dampers	10
Performance‐based optimum tuning of tuned mass dampers on steel moment frames for seismic applications using the endurance time method	10
Phenomenological hysteretic model for superelastic NiTi shape memory alloys accounting for functional degradation	10
Deep learning‐based evaluation for mechanical property degradation of seismically damaged RC columns	9
Probabilistic seismic evaluation of SMA‐based self‐centering braced structures considering uncertainty of regional temperature	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
Quantification of the reduction factors of seismic capacity for damaged RC column members using the experiment database	9
Evaluation of the adequacy of a spring‐mass model in analyses of liquid sloshing in anchored storage tanks	9
Strong‐motion duration and response scaling of yielding and degrading eccentric structures	9
Modal analysis of an arch dam combining ambient vibration measurements, advanced fluid‐element method and modified engineering approach	9
Three‐dimensional nonlinear soil–structure interaction for Rayleigh wave incidence in layered soils	9
Experimental study of the seismic response of a structure set amongst closely adjacent structures	9
Seismic fragility models for base‐isolated unreinforced masonry buildings with fibre‐reinforced elastomeric isolators	9
Experimental and analytical study on ground motion characteristics under structure cluster disturbance	9
Experimental investigation of self‐centering hybrid concrete shear walls subjected to horizontal cyclic loading	9
A probabilistic strong floor motion duration model for seismic performance assessment of non‐structural building elements	9
Full‐scale hybrid test for realistic verification of a seismic upgrading technique of RC frames by BRBs	9
Shake table test of a two‐story steel building seismically retrofitted using gravity‐controlled rocking braced frame system	9
Interstory drift based scaling of earthquake ground motions	9
Insights into damping ratios in buildings	9
Correlation properties of integral ground‐motion intensity measures from Italian strong‐motion records	9
Nonlinear dynamic tests of a reinforced concrete frame building at different damage levels	9
Nonlinear soil effects on observed and simulated response spectra	8
Influence of site–city interaction on the response of structures considering soil stiffness, height, and number of buildings	8
Influence of the design objectives on the seismic performance of steel moment resisting frames retrofitted with buckling restrained braces	8
Enhanced design and experimental investigation of disc spring‐based self‐centering buckling‐restrained braces with a compounded combination mode	8
Finite element modeling of buildings with structural and foundation rocking on dry sand	8
Mixed Lagrangian formalism for dynamic analysis of self‐centering systems	8
An empirical transcendental hysteresis model for structural systems with pinching and degradation	8
Simulating nonstationary and non‐Gaussian vector ground motions with time‐ and frequency‐dependent lagged coherence	8
Experimental verification of electromagnetic multiple tuned mass dampers for energy harvesting and structural control	8
Development of regional simulation of seismic ground‐motion and induced liquefaction enhanced by GPU computing	8
Updated probabilistic seismic performance assessment framework for ordinary standard bridges in California	8
Low‐prestressing, self‐centering energy dissipative brace	8
A new empirical method for obtaining horizontal site amplification factors with soil nonlinearity	8
Seismic control of rocking structures via external resonators	8
An integrated macroelement formulation for the dynamic response of inelastic deformable rocking bodies	8
The influence of the vertical component of ground motion on the probabilistic treatment of the rocking response of free‐standing blocks	8
Experimental testing of hybrid sliding‐rocking bridge columns under torsional and biaxial lateral loading	8
Multi‐degree‐of‐freedom force‐displacement mixed control strategy for structural testing	8
Real‐time hybrid simulation with multi‐fidelity Co‐Kriging for global response prediction under structural uncertainties	8
Influence of abutment straight backwall fracture on the seismic response of bridges	8
Proposal and validation of a design procedure for concentrically braced frames in the chevron configuration	8
Site‐specific liquefaction fragility analysis: Cloud, stripe, and incremental approaches	8
An efficient algorithm to simulate site‐based ground motions that match a target spectrum	8
Nonlinear truss models for strain‐based seismic evaluation of planar RC walls	8
Experimental and numerical investigations on seismic behavior of stiffened corrugated steel plate shear walls	7
Seismic modal identification using a new approach based on weighted transmissibility	7
Parametric analysis and new design formulas of a prefabricated energy‐dissipating composite slotted shear wall	7
Seismic performance of interior beam‐column joints using reinforced slag‐based geopolymer concrete	7
Seismic analysis of a modern 14‐story reinforced concrete core wall building system using the BTM‐shell methodology	7
Proposed nonlinear macro‐model for seismic risk assessment of composite‐steel moment resisting frames	7
Towards a practical loss‐based design approach and procedure	7
Impact of soil‐structure interaction on the effectiveness of Tuned Mass Dampers	7
Seismic fragility analysis of railway reinforced concrete bridges considering real‐time vehicle‐bridge interaction with the aid of co‐simulation techniques	7
A new evolutionary polynomial regression technique to assess the fundamental periods of irregular buildings	7
Design of laterally loaded pile‐columns considering SSI effects: Strengths and weaknesses of 3D, 2D, and 1D nonlinear analysis	7
Multi‐hazard typhoon and earthquake collapse fragility models for transmission towers: An active learning reliability approach using gradient boosting classifiers	7
Non‐linear dynamic model of a two‐bodies vertical spanning wall elastically restrained at the top	7
Design parameters and material‐scale damage evolution of seismic upgraded RC frames by viscoelastic haunch bracing‐dampers	7
Computation of amplification functions of earth dam‐flexible canyon systems by the hybrid FEM‐SBFEM technique	7
Seismic design and performance of steel concentrically braced frame buildings with dissipative floor connectors	7
Influence of seismic strain rates on the co‐ and post‐seismic response of civil engineering buildings	7
Seismic fracture evaluation of diaphragm joints in welded beam‐to‐box column moment connections	7
Pulse‐period – moment‐magnitude relations derived with wavelet analysis and their relevance to estimate structural deformations	7
On occurrence disaggregation of probabilistic seismic hazard	7
Damping implementation issues for in‐structure response estimation of seismically isolated nuclear structures	7
Nonstationary spatial correlation in New Zealand strong ground‐motion data	7
Performance evaluation of seismically isolated buildings near active faults	7
Effects and dynamic characteristics of the core‐suspended isolation system assessed by long‐term structural health monitoring	7
Precast concrete spreader‐walls to improve the reparability of RC frame buildings	7
Seismic vulnerability assessment of steel storage tanks protected through sliding isolators	6
Application of hybrid simulation method for seismic performance evaluation of RC coupling beams subjected to realistic boundary condition	6
Mechanical properties of a novel buckling restrained shear panel damper with octagon restraining plates	6
Effect of boundary condition on the cyclic response of I‐shaped steel columns: Two‐story subassemblage versus isolated column tests	6
Surrogate modeling of structural seismic response using probabilistic learning on manifolds	6