Bulletin of Earthquake Engineering

Papers
(The median citation count of Bulletin of Earthquake Engineering is 3. 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 2022-05-01 to 2026-05-01.)
ArticleCitations
Numerical and analytical methods for the design of beam-column sub-assemblies with composite deck slab99
Seismic vulnerability model development based on Bayesian parameter estimation: Application to the South Iceland loss data92
Analytical seismic assessment for reinforced concrete moment frame residential buildings constructed in the Soviet Union Era in Almaty, Kazakhstan67
Proposed reliable peak component factors for ductile light NSCs subjected to horizontal ground motions66
Fiber modelling approach for seismic analysis of flexure-controlled rc columns with ribbed bars calibrated on unidirectional experimental tests65
Modeling sliding and rocking freestanding building contents considering multidimensional planar floor motions65
A probabilistic deformation-based seismic hazard model for Iran62
Benefit of structural access panels (SAP) for post-earthquake structural health monitoring55
Visco-elastically connected shear-flexural structure: elastoplastic seismic response property and a simplified analysis procedure53
Simulation of blind pre-diction and post-diction shaking table tests on a masonry building aggregate using a continuum modelling approach51
Back analysis for estimating the larger seismic actions applied to an ancient Greek dry stone monument in the last millennium49
Site-specific seismic hazard analyses in the Izmit region (Marmara, Turkey) through passive seismic tests47
Adjustment of relative amplification factors using kappa2 correction vs. using an empirical lower bound amplification: the case of IFMIF-DONES site (Granada, Spain)41
Code-based brittle capacity models for seismic assessment of pre-code RC buildings: comparison and consequences on retrofit41
Energy-based fragility assessment of reinforced concrete bridges considering cumulative seismic demand under mainshock-aftershock sequences39
Earthquake-proofing history: seismic assessment of Caserta Vecchia medieval bell tower38
Enhancing displacement coefficient method for multi degree of freedom buildings (MDOF) considering nonlinear soil structure interaction38
A ground motion construction method considering spectrum characteristics as supplement for conditional mean spectrum38
A data-driven framework for seismic fragility and performance degradation assessment of historical masonry pagodas: integrating multi-task machine learning and interpretable uncertainty quantification37
Regionalized Bayesian site amplification models for Türkiye37
Experimental cyclic testing of masonry pier-spandrel substructures reinforced with engineered cementitious composites overlay37
Influence of accelerometer type on uncertainties in recorded ground motions and seismic damage assessment36
Effects of near-fault pulse-type ground motions on high-speed railway simply supported bridge and pulse parameter analysis35
Advancing the understanding of earthquake risk in Portugal35
Seismic fragility assessment of high-rise stacks in oil refineries33
V-H-Mcapacity of well foundations under gravity and seismic loading33
The influence of the geometrical features on the seismic response of historical churches reinforced by different cross lam roof-solutions32
Ground-motion models validation for large normal-fault earthquakes ($$\:{M}_{w}$$≥7.0): a case study of the 2025 Xizang Dingri earthquake32
Quantifying the impact of normalized period on seismic demand model of ductile columns under pulse-like ground motions31
Seismic response characteristics and performance improvement of near-fault continuous rigid-frame bridges31
Estimating annualized earthquake loss for residential buildings in Tehran, Iran30
An initial velocity model based on VS30 for the region affected by the February 6, 2023 Turkiye earthquakes30
Experimental study of high-strength steel fiber concrete exterior beam-column joints with high-strength steel reinforcements30
Bi-axial shaking table tests to evaluate the seismic performance of two-story rammed-earth walls retrofitted with steel plates30
Exploratory factor analysis-based method to develop compound intensity measures for predicting potential structural damage of ground motion30
Parametric cost-performance-based design of triple friction pendulum (TFP) isolators29
Rotational spectra consistent with horizontal seismic hazard29
Accelerating uncertainty quantification in incremental dynamic analysis using dimension reduction-based surrogate modeling28
Correction to: Performance of structures with clutch inerter dampers subjected to seismic excitation27
Evaluation of ACI 318-19 provisions for special moment frames and special structural walls using data from the E-Defense 10-story tests27
Seismic resilience enhancement of MDOF systems utilizing a hybrid TMD-TLD27
Capacity curves for monitored existing buildings and within- and between-building variability of secant stiffness27
Correction to: Adjacent interacting masonry structures: shake table test blind prediction discrete element method simulation26
Earthquake-induced oscillation of porewater pressure – downhole array observation and theoretical correlation with ground motion25
Correction To: Characterisation of the rigid diaphragm conditions for cross laminated timber floors25
Correction: Earthquake-induced oscillation of porewater pressure – downhole array observation and theoretical correlation with ground motion25
Axial-shear-flexure interactive behavior and completed shear strength model of reinforced concrete members considering steel-bond slip24
Performance-based assessment of slender reinforced concrete columns typical of precast industrial buildings24
Multidimensional functionality limit states for seismic resilience analysis of urban buildings24
Lateral behaviour of unreinforced masonry walls with different sizes and locations of opening and effect of strengthening measures: a computational approach24
In-plane force-displacement relationship for infilled masonry walls in RC frames23
Numerical evaluation of hybrid reinforcement strategies for seismic enhancement of exterior RC beam–column joints23
Dynamic shaking table test of a structural system made of a braced timber frame and low-density earth infill23
Estimation of consistent absolute acceleration and relative displacement floor response spectra in existing masonry-infilled reinforced concrete buildings23
Collapse prevention limit states for substandard RC shear walls using a novel bond-slip-based steel model23
Derivation of seismic fragility curves through mechanical-analytical approaches: the case study of the URM school buildings in Friuli-Venezia Giulia region (Italy)23
Geological and geotechnical investigation of the seismic ground response characteristics in some urban and suburban sites in Chile exposed to large seismic threats23
A theoretical comparison among macroseismic scales used in Italy23
Correction: Model accuracy for the prediction of unreinforced clay brick masonry shear wall resistance22
Calibration of finite element model of bridge with pier retrofitted using Fe-SMA strips22
Seismic response of elevated steel tanks equipped with the seesaw system22
Energy dissipation-based emergency temporary reinforcement method for ancient timber structures: experimental and numerical investigations22
Seismic evaluation of non-seismically detailed RC buildings in Pakistan: performance and damage accumulation under repeated earthquakes21
Seismic risk assessment for commercial masonry infill buildings within the Auckland region of New Zealand21
Comparative analysis of intelligent retrofit design methods of RC frame structures using buckling-restrained braces21
Correction: Probabilistic seismic hazard analysis for El Salvador21
Evaluation of seismic anchor systems in bridges: performance under multidirectional seismic loads21
Seismic collapse analysis of unreinforced masonry buildings through applied element micro-modelling and crack width-based damage measures20
Physics-based seismic vulnerability assessment of aging building stocks at city scale20
Rapid visual screening for earthquake risk reduction: application to institutional and residential buildings in MIT Muzaffarpur campus Bihar, India20
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
Shake table testing of a half-scale stone masonry building aggregate20
Period elongation of steel moment-resisting frames with strength and stiffness deterioration in incremental dynamic analysis20
Seismic analysis of failure mechanisms in adjacent interacting stone masonry buildings via rigid block modeling20
Methods for assessing the epistemic uncertainty captured in ground-motion models19
Evaluation of seismic fragilities of special concentrically braced frame hybrid buildings equipped with prefabricated cross-laminated timber-steel composite floor diaphragms19
Correction to: A probabilistic framework for the estimation of resilience of process plants under Na-Tech seismic events19
Seismic behavior of circular segmental masonry arch considering tensile strength of joints19
Evaluation the effect of amplitude scaling of real ground motions on seismic demands accounting different structural characteristics and soil classes19
Development of seismic risk models for low-rise masonry structures considering age and deterioration effects19
Experimental investigation on new mechanical systems effectiveness to reduce the coupling beam damages19
Seismic damage evaluation of Icelandic RC wall buildings based on modelling approach used in the UCLouvain and ERIES UCLouvain-LNEC blind contests19
Nonlinear assessment of progressive collapse in irregular buildings triggered by pulse-type near-field earthquakes19
Experimental and numerical investigation of strengthening inadequate reinforced concrete frames with innovative precast panels19
Numerical investigation on p–y method of group piles under static and dynamic loads19
Maximum seismic displacement assessment of composite steel-concrete structures from residual deformations18
Effects of physical modeling boundary conditions on the responses of 3 × 3 pile groups to liquefaction induced lateral spreading18
Estimating urban seismic damages and debris from building-level simulations: application to the city of Beirut, Lebanon18
Typological fragility analysis of masonry buildings in Emilia Romagna region (Italy)18
Seismic response of slender storage tanks on tube feet or skirt support18
Characteristics of torsional ground motions obtained for Turkey and their appraisal against Eurocode 818
Size and topology optimization of truss-like structures under seismic excitations incorporating probabilistic aspects18
An investigation into dynamic behaviour of reconstituted and undisturbed fine-grained soil during triaxial and simple shear18
Field testing of gravel-rubber mixtures as geotechnical seismic isolation17
Optimal intensity measure selection in incremental dynamic analysis: methodology improvements and application to a high-speed railway bridge17
Simplified pushover-based seismic risk assessment methodology for existing infilled frame structures17
Performance of RC cast-in-place buildings during the November 26, 2019 Albania earthquake17
Damage assessment of infilled frame structures using applied element method17
Seismic risk-informed prioritisation of multi-span RC girder bridges considering knowledge-based uncertainty17
An efficient method based on shear models for structural seismic response prediction considering hysteretic characteristics17
Analytical design models for geotechnical seismic isolation systems17
Correction to: Infrastructure seismic risk assessment: an overview and integration to contemporary open tool towards global usage17
Seismic response characteristics and buckling-restrained brace-based optimization design for irregular slab-column bridge structures17
Seismic design and nonlinear response comparison of a hybrid timber building configured with BRB- and SMA-braced LVL frames17
Damage observation-informed seismic vulnerability assessment of stainless steel-reinforced concrete bridge piers17
Optimum joint gap size in bridges with Ductile Piers17
Correction to: “Predictive hybrid fragility models for urban scale seismic assessment: a case study in Basilicata Region (Italy)17
Correction to: Shaking table tests on geotechnical seismic isolation for medium-rise buildings using EPS beads-sand mixtures17
Response of a high-speed train travelling over a long and high-pier viaduct during moderate earthquakes17
An eco-sustainable innovative geotechnical technology for the structures seismic isolation, investigated by FEM parametric analyses16
Parametric analysis on mechanical performance and additional reinforcement design method of reinforced concrete chimneys with openings16
Numerical simulation of shaking table tests on two modern URM buildings using equivalent-frame modeling16
Global drift ratio limits for historical masonry mosques16
Large-scale seismic damage scenario assessment of precast buildings after the May 2012 Emilia earthquake16
Computational study on stiffened topology-optimized shear links for eccentrically braced frames16
Shake-table test on a historical masonry aggregate: prediction and postdiction using an equivalent-frame model16
Efficient non-ergodic ground-motion prediction for large datasets16
Evaluation of base sliding response and effective slab width in ten-storey tests16
Direct loss-based seismic retrofit of reinforced concrete frames16
A simplified component-based methodology for the seismic vulnerability assessment of school buildings using nonlinear static procedures: application to RC school buildings16
Multi-attribute-based procedure for seismic loss scenario in a historical area16
Optimised machine learning predictions of liquefaction-induced lateral spreading in alluvial deposits15
Statistical analysis and ground motion effects on corner buildings with infill walls collapsed during the September 19, 2017 earthquake in Mexico15
A dual Kriging-XGBoost model for reconstructing building seismic responses using strong motion data15
Correction: Seismic performance evaluation of a steel-yielding damper with A-shaped elements15
Proposal of horizontal elastic response spectra for low and high seismicity regions towards the revision of Algerian seismic code15
Automated mode tracking via supervised classification and adaptive parameter calibration for seismic monitoring with sparse sensors15
Performance of masonry infills in reinforced concrete moment resisting frames under bidirectional seismic excitations15
Empirical ground-motion models (GMMs) and associated correlations for cumulative absolute velocity, Arias intensity, and significant durations calibrated on Iranian strong motion database15
Directionality of average spectral acceleration, SaAvg, in the 2023 Kahramanmaras, Türkiye earthquake sequence15
Seismic retrofitting of masonry infilled RC buildings in low-to moderate-seismic regions: case study of typical Sri Lankan school buildings15
Evaluating response modification factor of PC frame structures with different prestressing ratios based on the capacity-demand ratios method15
Seismic fragility curves with unconventional ground motion intensity measures from physics-based simulations15
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 Italy15
Nonlinear dynamic seismic analysis of a high-rise concrete core wall building with podiums using the beam-truss model15
Cyclic stress–strain behavior of low-diameter reinforcing bars for thin concrete walls15
Modeling inelastic behavior of U-shaped walls using multi-layer shell element: assessment at both global and local levels15
Geotechnical reconnaissance findings of the October 30 2020, Mw7.0 Samos Island (Aegean Sea) earthquake14
A distributed remote collaborative hybrid test method for complex substructures based on OpenFresco14
Out-of-plane shake table test of a rammed earth sub-assembly14
Lateral response of special ductile RC frames partially infilled with different types of brick masonry: an experimental investigation14
A novel method for assessing and detecting vertical irregularities in RC buildings through probabilistic, numerical, and analytical methods14
Modelling of the post-peak response of abutment-backfill systems: a new hysteretic model for OpenSees14
Bayesian updating of seismic fragility curves through experimental tests14
Towards specific T–H relationships: FRIBAS database for better characterization of RC and URM buildings14
A multi-parameter empirical prediction model for the spectral amplification factor of pulse-like ground motions14
Multi-objective optimal design and seismic assessment of an inerter-based hybrid control system for storage tanks14
The normalized inelastic displacement spectra for seismic response estimation of a SDOF system with a generalized flag-shaped hysteretic model14
Unveiling seismic impact: a detailed study on integral abutment bridges amid liquefied soil subjected to far-fault and near-fault ground motions14
Seismic fragility of masonry building stock in the Southwestern Balkans14
E-Defense 2015 ten-story building: beam–column joint assessment according to different code-based design14
Sustainable steel-concrete composite beams with novel demountable shear connections under positive bending moments: experimental behavior and analytical model14
Effect of damping model and inelastic deformation on the prediction of vertical seismic acceleration demand on steel frames14
Empirical method for deriving horizontal site amplification factors considering nonlinear soil behaviors based on K-NET and KiK-net records throughout Japan14
Use of post-earthquake point cloud data for forensic evaluation of failures in masonry structures14
Influence of the soil liquefaction on dynamic characteristics of a base-isolated structure investigated by the experimental method14
Mechanical properties of masonry structures in Portugal: proposal of new correlations with the Masonry Quality Index (MQI)14
A comprehensive approach to assess the seismic vulnerability of archaeological sites: the Wupatki Pueblo in Arizona14
Testing the applicability of ground motion prediction equations for the Hainaut region (Belgium) using intensity data13
Retrofitting through the loss-Based Earthquake engineering13
A new layered shell model for reinforced concrete walls II: experimental validation against quasi-static tests13
Rapid seismic response prediction of rocking blocks using machine learning13
Dynamic and probabilistic seismic performance assessment of precast prestressed reinforced concrete frames incorporating slab influence through three-dimensional spatial model13
Seismic deformation of reinforced concrete piers corroded by saline soil13
An emulative cast-in-place monolithic bridge column assembled with precast segments and UHPC materials13
Combining remote sensing techniques and field surveys for post-earthquake reconnaissance missions13
Seismic response of irregular RC buildings designed for gravity and seismic loads13
Building typology classification in Bosnia and Herzegovina13
Nonlinear macromodeling of multistory RC buildings with masonry infill walls13
Seismic fatality risk evaluation framework for existing buildings in Switzerland13
Seismic performance assessment of mid-rise confined masonry buildings13
Probabilistic seismic hazard analysis for El Salvador13
Seismic nonlinear 3D analysis of ground improvement effects on soil–pile interaction considering advanced soil constitutive model13
Optimal design and assessment of tuned mass damper inerter with nonlinear viscous damper in seismically excited multi-storey buildings12
Fragility curves of Italian school buildings: derivation from L’Aquila 2009 earthquake damage via observational and heuristic approaches12
A pushover-based simplified approach for predicting post-earthquake residual displacements in low-rise RC frames12
Seismic performance evaluation of subway station structures with concrete-filled-steel-tube columns12
Seismic hazard models for typical urban masonry structures considering optimized regression algorithms12
Correction: A dynamic p–y model for piles embedded in cohesionless soils12
Seismic and subway vibration dual control on a 14-story high-rise building12
Evaluation of seismic demands for adjacent irregular buildings with transverse alignment eccentricity12
Seismic behaviour of Exterior RC beam-column joints repaired and strengthened using post-tensioned metal straps12
The nineteenth Mallet–Milne lecture12
Effect of shear wall opening and reinforcement around opening on the structural strengthening12
Raising the bar in seismic design: cost–benefit analysis of alternative design methodologies and earthquake-resistant technologies12
Towards robust seismicity characterization in stable continental regions: a Bayesian approach for b-values in Peninsular India12
Emergency response, and community impact after February 6, 2023 Kahramanmaraş Pazarcık and Elbistan Earthquakes: reconnaissance findings and observations on affected region in Türkiye12
Advanced 3D seismic hazard analysis for active compression in the Adriatic Thrust Zone, Italy12
Optimal retrofit quantity of exterior steel brace methods on minimizing seismic loss for non-ductile reinforced concrete school buildings in Korea12
Impact of ceramic coating on the durability and performance evaluation of concrete pier caps under various loading conditions12
Seismic structural health monitoring to prevent unnecessary economic loss from non-damaging earthquakes in European and Middle Eastern cities12
Correction To: Evaluating the performance of intensity prediction equations for the Italian area12
Rapid visual screening methodology for multi-hazard vulnerability assessment of reinforced concrete buildings in hilly region12
Damage control of the masonry infills in RC frames under cyclic loads: a full-scale test study and numerical analyses11
A novel method to evaluate combined global seismic damage index using recorded floor-displacement data for RC plane frames11
Experimental investigation using demountable steel-concrete composite reduced web section (RWS) connections under cyclic loads11
Experimental study on sand-tire chip mixture foundations acting as a soil liquefaction countermeasure11
Stochastic-based vulnerability curves for the out-of-plane seismic safety assessment of URM walls11
In-plane and out-of-plane model for retrofitted infill walls in reinforced concrete framed buildings11
A model for the simulated design of Turkish RC frame buildings in seismic vulnerability analysis11
No more black-boxes: estimate deformation capacity of non-ductile RC shear walls based on generalized additive models11
Multivariate statistical analysis of site effect indicators for the Montereale and Capitignano area (AQ) following the seismic sequence in central Italy (2016–2017)11
Development of inelastic displacement ratio using constant energy-based damage index for performance-based design11
Probabilistic parametric analysis of capacity, fragility and expected seismic damage of framed reinforced concrete buildings11
Analysis of interaction between reinforced concrete walls and slabs tested on a shaking table11
Shaking table investigation of a low-cost and sustainable timber-based energy dissipation system with recentering ability11
Probabilistic Seismic Hazard Analysis for NE Brazil11
Seismic vulnerability assessment of step-back hill buildings through experimental investigation, numerical simulation and fragility estimation11
Integrated deterministic and probabilistic assessment of reinforced concrete buildings featuring transfer structures under earthquake shaking11
Constant ductility inelastic displacement ratio spectra of shape memory alloy-friction self-centering structures based on a hybrid model11
Shaking table test of steel truss frame focusing on acceleration and strain response for post-earthquake buckling evaluation11
Probabilistic evaluation of liquefaction analysis in performance based design framework11
Rapid seismic response prediction method of regional buildings under mainshock-aftershock sequence based on deep learning11
Seismic retrofit of pre-damaged RC elements using thin strain-hardening cementitious composite jackets11
Near-source ground motion estimation for assessing the seismic hazard of critical facilities in central Italy11
Seismic vulnerability of industrial steel structures with masonry infills using a numerical approach11
Development of analytical seismic fragility functions for the common buildings in Iran11
Post-earthquake seismic performance assessment of masonry buildings after the 2023 Jajarkot earthquake, Nepal11
Experimental investigation on seismic performance of severely earthquake-damaged RC bridge piers after rapid strengthening11
Correction: Energy based seismic vulnerability assessment tool for reinforced concrete bridges11
Seismic stability of steel wide-flange columns in ductile moment-resisting frames: out-of-plane response and design recommendations10
Explainable machine learning for ground motion modeling: predictive dominance of energy-based measures in the Southern Turkey seismic sequence10
Nonlinear analytical modeling of mass-timber buildings with post-tensioned rocking walls10
Stiffness, cyclic deformation capacity and energy dissipation in concrete members with plain bars: implications for seismic response and performance10
Probabilistic seismic risk assessment framework: case study Adapazari, Turkey10
Seismic performance of mid-rise moment-resisting RC frames with buckling-restrained braces under sequential earthquakes10
Physics-based parametrization of a FAS nonergodic ground motion model for Central Italy10
Near-fault ground motions and regional shaking damage assessment of the 2024 Noto Peninsula Earthquake in Japan10
Development and experimental validation of a new self-centering HF2V damper with disc springs10
Seismic vulnerability of masonry churches: a geometry-driven quantitative index10
Risk-targeted seismic design of the freeboard for steel storage tanks equipped with floating roofs10
Hysteretic behavior of high-strength bar reinforced concrete columns under cyclic loading10
Rapid assessment method to assess vulnerability of structures using vulnerability index and disaster matrix10
A ground motion model for Spain10
Seismic vulnerability assessment and fragility analysis of pre-code masonry buildings in Portugal10
A method for linear response analysis of long bridges under multi-support seismic excitation10
Cyclic loading behavior of built-up shear links fabricated from austenitic S30408 stainless steel10
Investigation of seismic collapse performance of RC frames with strengthened masonry infill walls under February 6, 2023 earthquakes in Türkiye10
Correction to: Performance of RC cast-in-place buildings during the November 26, 2019 Albania earthquake10
Nonlinear behavior simulation of soil-structure interaction system via real-time hybrid testing10
Hysteretic behavior of reinforced ultra-high-performance concrete columns under combined axial and flexural loads10
Probabilistic and deterministic fault displacement hazard assessment of the Indian region10
Seismic performance of reinforced concrete framed buildings with ribbed slabs at the affected region by 2023 Kahramanmaraş earthquakes9
A non-ergodic ground-motion model of Fourier amplitude spectra for France9
The 2011 Great East Japan earthquake: fragility of Japanese buildings to ground shaking9
The December 2020 magnitude (Mw) 6.4 Petrinja earthquake, Croatia: seismological aspects, emergency response and impacts9
Multivariable fragility curves for unreinforced masonry walls9
Seismic evaluation and comparison of ground motion characteristics in Kahramanmaras and Hatay provinces following the 2023 Pazarcik-Elbistan Earthquake sequences9
Feasibility of a nonlinear spectral approach for peak floor acceleration of multi-story bilinear hysteretic buildings9
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