Bulletin of Earthquake Engineering

Papers
(The median citation count of Bulletin of Earthquake Engineering is 4. 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 2021-08-01 to 2025-08-01.)
ArticleCitations
Effects of support conditions and arrangement of prestressed rocking columns on the displacement of concrete frames under dynamic loads74
Numerical and analytical methods for the design of beam-column sub-assemblies with composite deck slab61
Experimental cyclic testing of masonry pier-spandrel substructures reinforced with engineered cementitious composites overlay59
Site-specific seismic hazard analyses in the Izmit region (Marmara, Turkey) through passive seismic tests57
V-H-Mcapacity of well foundations under gravity and seismic loading52
A ground motion construction method considering spectrum characteristics as supplement for conditional mean spectrum52
Bi-axial shaking table tests to evaluate the seismic performance of two-story rammed-earth walls retrofitted with steel plates51
Seismic vulnerability model development based on Bayesian parameter estimation: Application to the South Iceland loss data50
Fiber modelling approach for seismic analysis of flexure-controlled rc columns with ribbed bars calibrated on unidirectional experimental tests47
Experimental study of high-strength steel fiber concrete exterior beam-column joints with high-strength steel reinforcements46
Seismic response characteristics and performance improvement of near-fault continuous rigid-frame bridges43
Proposed reliable peak component factors for ductile light NSCs subjected to horizontal ground motions42
Enhancing displacement coefficient method for multi degree of freedom buildings (MDOF) considering nonlinear soil structure interaction42
Effects of near-fault pulse-type ground motions on high-speed railway simply supported bridge and pulse parameter analysis40
Modeling sliding and rocking freestanding building contents considering multidimensional planar floor motions39
Earthquake-proofing history: seismic assessment of Caserta Vecchia medieval bell tower37
Estimating annualized earthquake loss for residential buildings in Tehran, Iran36
Analytical seismic assessment for reinforced concrete moment frame residential buildings constructed in the Soviet Union Era in Almaty, Kazakhstan35
Back analysis for estimating the larger seismic actions applied to an ancient Greek dry stone monument in the last millennium34
Simulation of blind pre-diction and post-diction shaking table tests on a masonry building aggregate using a continuum modelling approach33
A probabilistic deformation-based seismic hazard model for Iran33
Code-based brittle capacity models for seismic assessment of pre-code RC buildings: comparison and consequences on retrofit32
Adjustment of relative amplification factors using kappa2 correction vs. using an empirical lower bound amplification: the case of IFMIF-DONES site (Granada, Spain)31
Influence of accelerometer type on uncertainties in recorded ground motions and seismic damage assessment31
Seismic limit states of the components in reinforced concrete integral abutment bridges30
Benefit of structural access panels (SAP) for post-earthquake structural health monitoring29
The influence of the geometrical features on the seismic response of historical churches reinforced by different cross lam roof-solutions29
Quantifying the impact of normalized period on seismic demand model of ductile columns under pulse-like ground motions29
Seismic fragility assessment of high-rise stacks in oil refineries29
Advancing the understanding of earthquake risk in Portugal29
Correction: Model accuracy for the prediction of unreinforced clay brick masonry shear wall resistance28
Seismic analysis of failure mechanisms in adjacent interacting stone masonry buildings via rigid block modeling28
Axial-shear-flexure interactive behavior and completed shear strength model of reinforced concrete members considering steel-bond slip28
Dynamic shaking table test of a structural system made of a braced timber frame and low-density earth infill27
In-plane force-displacement relationship for infilled masonry walls in RC frames26
Seismic risk assessment for commercial masonry infill buildings within the Auckland region of New Zealand26
Performance-based assessment of slender reinforced concrete columns typical of precast industrial buildings26
Exploratory factor analysis-based method to develop compound intensity measures for predicting potential structural damage of ground motion26
Capacity curves for monitored existing buildings and within- and between-building variability of secant stiffness25
Estimation of consistent absolute acceleration and relative displacement floor response spectra in existing masonry-infilled reinforced concrete buildings25
Seismic evaluation of non-seismically detailed RC buildings in Pakistan: performance and damage accumulation under repeated earthquakes25
Correction to: Influence of time‑dependent seismic hazard on structural design25
Modal-based ground motion selection procedure for nonlinear response time history analysis of dual wall-frame structures25
A theoretical comparison among macroseismic scales used in Italy25
Accelerating uncertainty quantification in incremental dynamic analysis using dimension reduction-based surrogate modeling24
Rotational spectra consistent with horizontal seismic hazard24
Correction To: Characterisation of the rigid diaphragm conditions for cross laminated timber floors24
Evaluation of ACI 318-19 provisions for special moment frames and special structural walls using data from the E-Defense 10-story tests23
Correction to: Performance of structures with clutch inerter dampers subjected to seismic excitation23
Multidimensional functionality limit states for seismic resilience analysis of urban buildings23
Geological and geotechnical investigation of the seismic ground response characteristics in some urban and suburban sites in Chile exposed to large seismic threats23
Calibration of finite element model of bridge with pier retrofitted using Fe-SMA strips23
Correction to: Adjacent interacting masonry structures: shake table test blind prediction discrete element method simulation23
Lateral behaviour of unreinforced masonry walls with different sizes and locations of opening and effect of strengthening measures: a computational approach22
An empirical seismic vulnerability model22
Comparative analysis of intelligent retrofit design methods of RC frame structures using buckling-restrained braces22
Liquefaction potential for the Kathmandu Valley, Nepal: a sensitivity study21
Stochastic nonlinear ground response analysis considering existing boreholes locations by the geostatistical method21
An initial velocity model based on VS30 for the region affected by the February 6, 2023 Turkiye earthquakes21
Comparative analysis on macroscale material models for the prediction of masonry in-plane behavior21
Seismic collapse analysis of unreinforced masonry buildings through applied element micro-modelling and crack width-based damage measures21
Derivation of seismic fragility curves through mechanical-analytical approaches: the case study of the URM school buildings in Friuli-Venezia Giulia region (Italy)21
Emergency response, intervention, and societal recovery in Greece and Turkey after the 30th October 2020, MW = 7.0, Samos (Aegean Sea) earthquake21
Shake table testing of a half-scale stone masonry building aggregate21
Seismic risk and resilience analysis of networked industrial facilities20
Preface for the Special Issue οn the Μ7.0 Samos Island (Aegean Sea) earthquake of 30th October 2020: reconnaissance missions and first observations20
Evaluation of seismic anchor systems in bridges: performance under multidirectional seismic loads20
Size and topology optimization of truss-like structures under seismic excitations incorporating probabilistic aspects20
Seismic resilience enhancement of MDOF systems utilizing a hybrid TMD-TLD20
Seismic response of elevated steel tanks equipped with the seesaw system20
Seismic behavior of circular segmental masonry arch considering tensile strength of joints19
Numerical investigation on p–y method of group piles under static and dynamic loads19
Seismic response of slender storage tanks on tube feet or skirt support19
An investigation into dynamic behaviour of reconstituted and undisturbed fine-grained soil during triaxial and simple shear19
Optimal intensity measure selection in incremental dynamic analysis: methodology improvements and application to a high-speed railway bridge18
Period elongation of steel moment-resisting frames with strength and stiffness deterioration in incremental dynamic analysis18
Experimental investigation on new mechanical systems effectiveness to reduce the coupling beam damages18
Typological fragility analysis of masonry buildings in Emilia Romagna region (Italy)18
Performance of RC cast-in-place buildings during the November 26, 2019 Albania earthquake18
Methods for assessing the epistemic uncertainty captured in ground-motion models18
Seismic damage evaluation of Icelandic RC wall buildings based on modelling approach used in the UCLouvain and ERIES UCLouvain-LNEC blind contests18
Cyclic experiments and global buckling design of steel-angle-assembled buckling-restrained braces18
Overturning of the façade in single-nave churches under seismic loading18
Correction to: A probabilistic framework for the estimation of resilience of process plants under Na-Tech seismic events18
Response of a high-speed train travelling over a long and high-pier viaduct during moderate earthquakes18
Shake-table test on a historical masonry aggregate: prediction and postdiction using an equivalent-frame model17
Experimental and numerical investigation of strengthening inadequate reinforced concrete frames with innovative precast panels17
Estimating urban seismic damages and debris from building-level simulations: application to the city of Beirut, Lebanon17
Optimum joint gap size in bridges with Ductile Piers17
Correction to: Infrastructure seismic risk assessment: an overview and integration to contemporary open tool towards global usage17
Maximum seismic displacement assessment of composite steel-concrete structures from residual deformations17
Multi-attribute-based procedure for seismic loss scenario in a historical area17
Effects of physical modeling boundary conditions on the responses of 3 × 3 pile groups to liquefaction induced lateral spreading17
An efficient method based on shear models for structural seismic response prediction considering hysteretic characteristics17
A practical design approach to bolted end-plate vertical-slits RWS connection17
Correction to: Shaking table tests on geotechnical seismic isolation for medium-rise buildings using EPS beads-sand mixtures17
Characteristics of torsional ground motions obtained for Turkey and their appraisal against Eurocode 817
Evaluation of base sliding response and effective slab width in ten-storey tests17
Development of seismic risk models for low-rise masonry structures considering age and deterioration effects17
Evaluation the effect of amplitude scaling of real ground motions on seismic demands accounting different structural characteristics and soil classes17
Seismic design and nonlinear response comparison of a hybrid timber building configured with BRB- and SMA-braced LVL frames17
Direct loss-based seismic retrofit of reinforced concrete frames17
Evaluation of seismic fragilities of special concentrically braced frame hybrid buildings equipped with prefabricated cross-laminated timber-steel composite floor diaphragms17
A simplified component-based methodology for the seismic vulnerability assessment of school buildings using nonlinear static procedures: application to RC school buildings16
Parametric analysis on mechanical performance and additional reinforcement design method of reinforced concrete chimneys with openings16
An eco-sustainable innovative geotechnical technology for the structures seismic isolation, investigated by FEM parametric analyses16
Damage assessment of infilled frame structures using applied element method16
Large-scale seismic damage scenario assessment of precast buildings after the May 2012 Emilia earthquake16
Analytical design models for geotechnical seismic isolation systems16
A dual Kriging-XGBoost model for reconstructing building seismic responses using strong motion data16
The 2021 seismic hazard model for Slovenia (SHMS21): overview and results16
Seismic risk-informed prioritisation of multi-span RC girder bridges considering knowledge-based uncertainty16
Efficient non-ergodic ground-motion prediction for large datasets16
Performance of masonry infills in reinforced concrete moment resisting frames under bidirectional seismic excitations16
Field testing of gravel-rubber mixtures as geotechnical seismic isolation16
Correction to: “Predictive hybrid fragility models for urban scale seismic assessment: a case study in Basilicata Region (Italy)16
Simplified pushover-based seismic risk assessment methodology for existing infilled frame structures16
Effect of damping model and inelastic deformation on the prediction of vertical seismic acceleration demand on steel frames16
Global drift ratio limits for historical masonry mosques16
Seismic fragility curves with unconventional ground motion intensity measures from physics-based simulations16
Cyclic stress–strain behavior of low-diameter reinforcing bars for thin concrete walls15
Fragility estimation for global building classes using analysis of the Cambridge earthquake damage database (CEQID)15
Statistical analysis and ground motion effects on corner buildings with infill walls collapsed during the September 19, 2017 earthquake in Mexico15
Bayesian updating of seismic fragility curves through experimental tests15
Nonlinear dynamic seismic analysis of a high-rise concrete core wall building with podiums using the beam-truss model15
E-Defense 2015 ten-story building: beam–column joint assessment according to different code-based design15
A distributed remote collaborative hybrid test method for complex substructures based on OpenFresco15
Seismic retrofitting of masonry infilled RC buildings in low-to moderate-seismic regions: case study of typical Sri Lankan school buildings15
Performance of hydraulic structures, lifelines and industrial structures during October 30, 2020 Samos-Aegean sea earthquake15
Directionality of average spectral acceleration, SaAvg, in the 2023 Kahramanmaras, Türkiye earthquake sequence15
Towards specific T–H relationships: FRIBAS database for better characterization of RC and URM buildings15
Sensor placement and seismic response reconstruction for structural health monitoring using a deep neural network15
Modeling inelastic behavior of U-shaped walls using multi-layer shell element: assessment at both global and local levels15
A comprehensive approach to assess the seismic vulnerability of archaeological sites: the Wupatki Pueblo in Arizona15
The normalized inelastic displacement spectra for seismic response estimation of a SDOF system with a generalized flag-shaped hysteretic model15
Usage of Tyre Derived Aggregates as backfill around buried pipelines crossing strike-slip faults; model tests15
Empirical ground-motion models (GMMs) and associated correlations for cumulative absolute velocity, Arias intensity, and significant durations calibrated on Iranian strong motion database14
Use of post-earthquake point cloud data for forensic evaluation of failures in masonry structures14
Earthquake damage assessment model based on differential ratio of elastic–plastic dissipated energy14
Empirical method for deriving horizontal site amplification factors considering nonlinear soil behaviors based on K-NET and KiK-net records throughout Japan14
The value of seismic structural health monitoring for post-earthquake building evacuation14
An emulative cast-in-place monolithic bridge column assembled with precast segments and UHPC materials14
Seismic fatality risk evaluation framework for existing buildings in Switzerland14
Ground motion simulations of historical earthquakes: the case study of the Fabriano (1741, Mw = 6.1) and Camerino (1799, Mw = 6.1) earthquakes in central Italy14
Multi-objective optimal design and seismic assessment of an inerter-based hybrid control system for storage tanks14
Automated mode tracking via supervised classification and adaptive parameter calibration for seismic monitoring with sparse sensors14
Suppression of the torsional irregularity of high-rise buildings using viscous wall dampers14
A new layered shell model for reinforced concrete walls II: experimental validation against quasi-static tests14
Influence of the soil liquefaction on dynamic characteristics of a base-isolated structure investigated by the experimental method14
Modelling of the post-peak response of abutment-backfill systems: a new hysteretic model for OpenSees14
Out-of-plane shake table test of a rammed earth sub-assembly14
Geotechnical reconnaissance findings of the October 30 2020, Mw7.0 Samos Island (Aegean Sea) earthquake14
Proposal of horizontal elastic response spectra for low and high seismicity regions towards the revision of Algerian seismic code14
Multivariate analysis of regular and irregular RC bridges and characterization of earthquake behaviour according to stiffness-based indexes14
Seismic behaviour of Exterior RC beam-column joints repaired and strengthened using post-tensioned metal straps14
Nonlinear macromodeling of multistory RC buildings with masonry infill walls14
Advanced 3D seismic hazard analysis for active compression in the Adriatic Thrust Zone, Italy14
Combining remote sensing techniques and field surveys for post-earthquake reconnaissance missions13
Effect of shear wall opening and reinforcement around opening on the structural strengthening13
Seismic retrofit of pre-damaged RC elements using thin strain-hardening cementitious composite jackets13
Seismic deformation of reinforced concrete piers corroded by saline soil13
Seismic vulnerability of historic brick masonry buildings in Vienna13
The effect of rupture directivity, distance and skew angle on the collapse fragilities of bridges13
Correction To: Evaluating the performance of intensity prediction equations for the Italian area13
Seismic vulnerability assessment of step-back hill buildings through experimental investigation, numerical simulation and fragility estimation13
Optimal design and assessment of tuned mass damper inerter with nonlinear viscous damper in seismically excited multi-storey buildings13
Near-source ground motion estimation for assessing the seismic hazard of critical facilities in central Italy13
Probabilistic Seismic Hazard Analysis for NE Brazil13
Rapid seismic response prediction of rocking blocks using machine learning13
Probabilistic parametric analysis of capacity, fragility and expected seismic damage of framed reinforced concrete buildings13
Direct displacement-based seismic design of buckling-restrained braced RC frames13
Optimal retrofit quantity of exterior steel brace methods on minimizing seismic loss for non-ductile reinforced concrete school buildings in Korea13
Dynamic and probabilistic seismic performance assessment of precast prestressed reinforced concrete frames incorporating slab influence through three-dimensional spatial model13
Evaluation of seismic demands for adjacent irregular buildings with transverse alignment eccentricity13
Bidirectional energy-based pushover procedure as a fast approach to establish approximate IDA curves under biaxial seismic excitations: an evaluation for medium- and high-rise buildings13
Seismic response of irregular RC buildings designed for gravity and seismic loads13
Rapid visual screening methodology for multi-hazard vulnerability assessment of reinforced concrete buildings in hilly region13
The nineteenth Mallet–Milne lecture13
Seismic performance assessment of mid-rise confined masonry buildings13
Retrofitting through the loss-Based Earthquake engineering13
Raising the bar in seismic design: cost–benefit analysis of alternative design methodologies and earthquake-resistant technologies13
Testing the applicability of ground motion prediction equations for the Hainaut region (Belgium) using intensity data13
Correction: A dynamic p–y model for piles embedded in cohesionless soils13
Experimental investigation using demountable steel-concrete composite reduced web section (RWS) connections under cyclic loads13
Fragility curves of Italian school buildings: derivation from L’Aquila 2009 earthquake damage via observational and heuristic approaches13
Seismic hazard models for typical urban masonry structures considering optimized regression algorithms12
Seismic analysis method of unreinforced masonry structures subjected to mainshock-aftershock sequences12
Seismic structural health monitoring to prevent unnecessary economic loss from non-damaging earthquakes in European and Middle Eastern cities12
Emergency response, and community impact after February 6, 2023 Kahramanmaraş Pazarcık and Elbistan Earthquakes: reconnaissance findings and observations on affected region in Türkiye12
A novel method to evaluate combined global seismic damage index using recorded floor-displacement data for RC plane frames12
Shaking table investigation of a low-cost and sustainable timber-based energy dissipation system with recentering ability12
Analysis of interaction between reinforced concrete walls and slabs tested on a shaking table12
Impact and clutch nonlinearities in the seismic response of inerto-rocking systems12
Experimental study on sand-tire chip mixture foundations acting as a soil liquefaction countermeasure12
A probabilistic framework to make a decision on the post-earthquake functionality of bridges considering the damage, residual displacement, and aftershock12
Correction: Energy based seismic vulnerability assessment tool for reinforced concrete bridges12
Seismic vulnerability of industrial steel structures with masonry infills using a numerical approach12
A pushover-based simplified approach for predicting post-earthquake residual displacements in low-rise RC frames12
Impact of ceramic coating on the durability and performance evaluation of concrete pier caps under various loading conditions12
Near-source magnitude scaling of spectral accelerations: analysis and update of Kotha et al. (2020) model12
A non-ergodic effective amplitude ground-motion model for California12
Stochastic-based vulnerability curves for the out-of-plane seismic safety assessment of URM walls12
Probabilistic evaluation of liquefaction analysis in performance based design framework11
Hysteretic behavior of high-strength bar reinforced concrete columns under cyclic loading11
Risk-targeted seismic design of the freeboard for steel storage tanks equipped with floating roofs11
Optimum parameters and performance of negative stiffness and inerter based dampers for base-isolated structures11
No more black-boxes: estimate deformation capacity of non-ductile RC shear walls based on generalized additive models11
Damage control of the masonry infills in RC frames under cyclic loads: a full-scale test study and numerical analyses11
Nonlinear behavior simulation of soil-structure interaction system via real-time hybrid testing11
Development of analytical seismic fragility functions for the common buildings in Iran11
Reconnaissance of 2020 M 7.0 Samos Island (Aegean Sea) earthquake11
Correction to: Application of genetic algorithms for a new approach for seismic building monitoring: integrated measurement systems with physical and virtual sensors11
In-plane and out-of-plane model for retrofitted infill walls in reinforced concrete framed buildings11
Correction to: Performance of RC cast-in-place buildings during the November 26, 2019 Albania earthquake11
Compliance-based estimation of seismic collapse risk of an existing reinforced concrete frame building11
Nonlinear seismic fragility assessment of tall buildings equipped with tuned mass damper (TMD) and considering soil-structure interaction effects11
Constant ductility inelastic displacement ratio spectra of shape memory alloy-friction self-centering structures based on a hybrid model11
In-plane capacity of existing post-WWII beam-and-clay block floor systems11
An improved capacity design procedure incorporating the effect of gap-opening on higher mode responses in rocking wall structures11
Development of inelastic displacement ratio using constant energy-based damage index for performance-based design11
Seismic stability of steel wide-flange columns in ductile moment-resisting frames: out-of-plane response and design recommendations11
Stiffness, cyclic deformation capacity and energy dissipation in concrete members with plain bars: implications for seismic response and performance11
Experimental investigation on seismic performance of severely earthquake-damaged RC bridge piers after rapid strengthening11
Shaking table test of steel truss frame focusing on acceleration and strain response for post-earthquake buckling evaluation11
Multivariate statistical analysis of site effect indicators for the Montereale and Capitignano area (AQ) following the seismic sequence in central Italy (2016–2017)11
Displacement-based seismic design of buildings with thin reinforced concrete structural walls with a single curtain of welded wire mesh11
Rapid assessment method to assess vulnerability of structures using vulnerability index and disaster matrix10
The influence of strip load on the seismic design of cantilever sheet pile walls: a simplified analytical solution10
Probabilistic seismic risk assessment framework: case study Adapazari, Turkey10
Seismic vulnerability assessment and fragility analysis of pre-code masonry buildings in Portugal10
Seismic evaluation and comparison of ground motion characteristics in Kahramanmaras and Hatay provinces following the 2023 Pazarcik-Elbistan Earthquake sequences10
A method for linear response analysis of long bridges under multi-support seismic excitation10
Preface to special issue on numerical modelling of URM buildings: benchmark project10
Epistemic uncertainty of probabilistic building exposure compositions in scenario-based earthquake loss models10
Seismic assessment and rehabilitation of a RC structure under mainshock-aftershock seismic sequences using beam-column bonded CFRP strategy10
Fragility based evaluation of different code based assessment approaches for the performance estimation of existing buildings10
Seismic fragility assessment of geotechnical seismic isolation (GSI) for bridge configuration10
Seismological and engineering characteristics of strong motion data from 24 and 26 September 2019 Marmara Sea earthquakes10
Determining acceptable risk levels in earthquake disasters: insights from Chinese Mainland10
Influence of depth of liquefiable soil layer on dynamic response of pile group subjected to vertical load10
The seventeenth Mallet-Milne lecture10
Nonlinear analytical modeling of mass-timber buildings with post-tensioned rocking walls10
Near-fault ground motions and regional shaking damage assessment of the 2024 Noto Peninsula Earthquake in Japan10
Physics-based parametrization of a FAS nonergodic ground motion model for Central Italy10
Site response analysis by generating a new 3d mesh design with surface topography: a 3d site response analysis of northwest Turkey10
Correction to “Ground-motion models for earthquakes occurring in the United Kingdom”10
A probabilistic model for the evaluation of strong column-weak beam provision for flexible-base buildings subjected to pulse-like ground motions10
Correction to: SAP-sand mixtures as a geotechnical seismic isolation technology: from the dynamic characterization to a simple analytical design approach10
Feasibility of a nonlinear spectral approach for peak floor acceleration of multi-story bilinear hysteretic buildings10
Development and experimental validation of a new self-centering HF2V damper with disc springs10
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