Bulletin of Earthquake Engineering

Papers
(The TQCC of Bulletin of Earthquake Engineering is 9. 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 2022-06-01 to 2026-06-01.)
ArticleCitations
Numerical and analytical methods for the design of beam-column sub-assemblies with composite deck slab100
Fiber modelling approach for seismic analysis of flexure-controlled rc columns with ribbed bars calibrated on unidirectional experimental tests92
Modeling sliding and rocking freestanding building contents considering multidimensional planar floor motions70
A probabilistic deformation-based seismic hazard model for Iran68
Earthquake-proofing history: seismic assessment of Caserta Vecchia medieval bell tower67
Enhancing displacement coefficient method for multi degree of freedom buildings (MDOF) considering nonlinear soil structure interaction65
A ground motion construction method considering spectrum characteristics as supplement for conditional mean spectrum64
Back analysis for estimating the larger seismic actions applied to an ancient Greek dry stone monument in the last millennium58
Regionalized Bayesian site amplification models for Türkiye56
Experimental cyclic testing of masonry pier-spandrel substructures reinforced with engineered cementitious composites overlay52
Influence of accelerometer type on uncertainties in recorded ground motions and seismic damage assessment50
Energy-based fragility assessment of reinforced concrete bridges considering cumulative seismic demand under mainshock-aftershock sequences49
The influence of the geometrical features on the seismic response of historical churches reinforced by different cross lam roof-solutions43
Experimental study of high-strength steel fiber concrete exterior beam-column joints with high-strength steel reinforcements42
Bi-axial shaking table tests to evaluate the seismic performance of two-story rammed-earth walls retrofitted with steel plates40
Advancing the understanding of earthquake risk in Portugal39
Benefit of structural access panels (SAP) for post-earthquake structural health monitoring38
Simulation of blind pre-diction and post-diction shaking table tests on a masonry building aggregate using a continuum modelling approach38
Proposed reliable peak component factors for ductile light NSCs subjected to horizontal ground motions38
Seismic vulnerability model development based on Bayesian parameter estimation: Application to the South Iceland loss data38
Adjustment of relative amplification factors using kappa2 correction vs. using an empirical lower bound amplification: the case of IFMIF-DONES site (Granada, Spain)37
Analytical seismic assessment for reinforced concrete moment frame residential buildings constructed in the Soviet Union Era in Almaty, Kazakhstan37
V-H-Mcapacity of well foundations under gravity and seismic loading36
Seismic response characteristics and performance improvement of near-fault continuous rigid-frame bridges34
Ground-motion models validation for large normal-fault earthquakes ($$\:{M}_{w}$$≥7.0): a case study of the 2025 Xizang Dingri earthquake34
Estimating annualized earthquake loss for residential buildings in Tehran, Iran33
Site-specific seismic hazard analyses in the Izmit region (Marmara, Turkey) through passive seismic tests33
Quantifying the impact of normalized period on seismic demand model of ductile columns under pulse-like ground motions32
Code-based brittle capacity models for seismic assessment of pre-code RC buildings: comparison and consequences on retrofit32
Visco-elastically connected shear-flexural structure: elastoplastic seismic response property and a simplified analysis procedure32
Structural reliability and expected economic losses in reinforced concrete dual MRF-BRB buildings31
A data-driven framework for seismic fragility and performance degradation assessment of historical masonry pagodas: integrating multi-task machine learning and interpretable uncertainty quantification31
Seismic fragility assessment of high-rise stacks in oil refineries30
An initial velocity model based on VS30 for the region affected by the February 6, 2023 Turkiye earthquakes30
Effects of near-fault pulse-type ground motions on high-speed railway simply supported bridge and pulse parameter analysis30
A theoretical comparison among macroseismic scales used in Italy29
Axial-shear-flexure interactive behavior and completed shear strength model of reinforced concrete members considering steel-bond slip29
Multidimensional functionality limit states for seismic resilience analysis of urban buildings27
Lateral behaviour of unreinforced masonry walls with different sizes and locations of opening and effect of strengthening measures: a computational approach27
Rotational spectra consistent with horizontal seismic hazard27
Dynamic shaking table test of a structural system made of a braced timber frame and low-density earth infill27
Energy dissipation-based emergency temporary reinforcement method for ancient timber structures: experimental and numerical investigations26
Calibration of finite element model of bridge with pier retrofitted using Fe-SMA strips26
Correction: Model accuracy for the prediction of unreinforced clay brick masonry shear wall resistance26
Evaluation of ACI 318-19 provisions for special moment frames and special structural walls using data from the E-Defense 10-story tests26
Derivation of seismic fragility curves through mechanical-analytical approaches: the case study of the URM school buildings in Friuli-Venezia Giulia region (Italy)26
Numerical evaluation of hybrid reinforcement strategies for seismic enhancement of exterior RC beam–column joints25
Shake table testing of a half-scale stone masonry building aggregate25
Collapse prevention limit states for substandard RC shear walls using a novel bond-slip-based steel model25
Seismic risk and resilience analysis of networked industrial facilities24
Seismic collapse analysis of unreinforced masonry buildings through applied element micro-modelling and crack width-based damage measures24
Rapid visual screening for earthquake risk reduction: application to institutional and residential buildings in MIT Muzaffarpur campus Bihar, India24
Seismic analysis of failure mechanisms in adjacent interacting stone masonry buildings via rigid block modeling24
Capacity curves for monitored existing buildings and within- and between-building variability of secant stiffness24
Estimation of consistent absolute acceleration and relative displacement floor response spectra in existing masonry-infilled reinforced concrete buildings23
Multi-hazard fragility analysis of a single-span prefabricated concrete frame structure under sequential earthquake and blast loading23
Seismic resilience enhancement of MDOF systems utilizing a hybrid TMD-TLD23
In-plane force-displacement relationship for infilled masonry walls in RC frames23
Seismic risk assessment for commercial masonry infill buildings within the Auckland region of New Zealand22
Exploratory factor analysis-based method to develop compound intensity measures for predicting potential structural damage of ground motion22
Accelerating uncertainty quantification in incremental dynamic analysis using dimension reduction-based surrogate modeling22
Evaluation of seismic anchor systems in bridges: performance under multidirectional seismic loads22
Correction To: Characterisation of the rigid diaphragm conditions for cross laminated timber floors21
Earthquake-induced oscillation of porewater pressure – downhole array observation and theoretical correlation with ground motion21
Comparative analysis of intelligent retrofit design methods of RC frame structures using buckling-restrained braces21
Correction to: Adjacent interacting masonry structures: shake table test blind prediction discrete element method simulation21
Correction to: Performance of structures with clutch inerter dampers subjected to seismic excitation21
Correction: Earthquake-induced oscillation of porewater pressure – downhole array observation and theoretical correlation with ground motion21
Performance-based assessment of slender reinforced concrete columns typical of precast industrial buildings20
Physics-based seismic vulnerability assessment of aging building stocks at city scale20
Preface for the Special Issue οn the Μ7.0 Samos Island (Aegean Sea) earthquake of 30th October 2020: reconnaissance missions and first observations20
Seismic evaluation of non-seismically detailed RC buildings in Pakistan: performance and damage accumulation under repeated earthquakes20
Correction: Probabilistic seismic hazard analysis for El Salvador20
Period elongation of steel moment-resisting frames with strength and stiffness deterioration in incremental dynamic analysis20
Seismic response of elevated steel tanks equipped with the seesaw system20
Parametric cost-performance-based design of triple friction pendulum (TFP) isolators20
Evaluation of seismic fragilities of special concentrically braced frame hybrid buildings equipped with prefabricated cross-laminated timber-steel composite floor diaphragms20
Response of a high-speed train travelling over a long and high-pier viaduct during moderate earthquakes19
Size and topology optimization of truss-like structures under seismic excitations incorporating probabilistic aspects19
Typological fragility analysis of masonry buildings in Emilia Romagna region (Italy)19
Effects of physical modeling boundary conditions on the responses of 3 × 3 pile groups to liquefaction induced lateral spreading19
Experimental investigation on new mechanical systems effectiveness to reduce the coupling beam damages19
Seismic behavior of circular segmental masonry arch considering tensile strength of joints19
Maximum seismic displacement assessment of composite steel-concrete structures from residual deformations19
Experimental and numerical investigation of strengthening inadequate reinforced concrete frames with innovative precast panels19
Seismic damage evaluation of Icelandic RC wall buildings based on modelling approach used in the UCLouvain and ERIES UCLouvain-LNEC blind contests19
Numerical investigation on p–y method of group piles under static and dynamic loads19
Estimating urban seismic damages and debris from building-level simulations: application to the city of Beirut, Lebanon19
An investigation into dynamic behaviour of reconstituted and undisturbed fine-grained soil during triaxial and simple shear19
Characteristics of torsional ground motions obtained for Turkey and their appraisal against Eurocode 819
Optimal intensity measure selection in incremental dynamic analysis: methodology improvements and application to a high-speed railway bridge18
Seismic response of slender storage tanks on tube feet or skirt support18
Nonlinear assessment of progressive collapse in irregular buildings triggered by pulse-type near-field earthquakes18
Correction to: A probabilistic framework for the estimation of resilience of process plants under Na-Tech seismic events18
Evaluation the effect of amplitude scaling of real ground motions on seismic demands accounting different structural characteristics and soil classes18
An efficient method based on shear models for structural seismic response prediction considering hysteretic characteristics18
Development of seismic risk models for low-rise masonry structures considering age and deterioration effects17
Large-scale seismic damage scenario assessment of precast buildings after the May 2012 Emilia earthquake17
Correction to: Shaking table tests on geotechnical seismic isolation for medium-rise buildings using EPS beads-sand mixtures17
Correction to: “Predictive hybrid fragility models for urban scale seismic assessment: a case study in Basilicata Region (Italy)17
Damage assessment of infilled frame structures using applied element method17
Seismic response characteristics and buckling-restrained brace-based optimization design for irregular slab-column bridge structures17
Methods for assessing the epistemic uncertainty captured in ground-motion models17
Correction to: Infrastructure seismic risk assessment: an overview and integration to contemporary open tool towards global usage17
An eco-sustainable innovative geotechnical technology for the structures seismic isolation, investigated by FEM parametric analyses17
Optimum joint gap size in bridges with Ductile Piers17
Seismic risk-informed prioritisation of multi-span RC girder bridges considering knowledge-based uncertainty16
Evaluation of base sliding response and effective slab width in ten-storey tests16
A dual Kriging-XGBoost model for reconstructing building seismic responses using strong motion data16
Numerical simulation of shaking table tests on two modern URM buildings using equivalent-frame modeling16
Parametric analysis on mechanical performance and additional reinforcement design method of reinforced concrete chimneys with openings16
Damage observation-informed seismic vulnerability assessment of stainless steel-reinforced concrete bridge piers16
Seismic design and nonlinear response comparison of a hybrid timber building configured with BRB- and SMA-braced LVL frames16
Empirical transfer function for enhanced seismic hazard modelling in the Northeast Himalaya16
Field testing of gravel-rubber mixtures as geotechnical seismic isolation16
Computational study on stiffened topology-optimized shear links for eccentrically braced frames16
Simplified pushover-based seismic risk assessment methodology for existing infilled frame structures16
Analytical design models for geotechnical seismic isolation systems16
Shake-table test on a historical masonry aggregate: prediction and postdiction using an equivalent-frame model16
A simplified component-based methodology for the seismic vulnerability assessment of school buildings using nonlinear static procedures: application to RC school buildings16
Direct loss-based seismic retrofit of reinforced concrete frames15
A multi-parameter empirical prediction model for the spectral amplification factor of pulse-like ground motions15
Seismic retrofitting of masonry infilled RC buildings in low-to moderate-seismic regions: case study of typical Sri Lankan school buildings15
Towards specific T–H relationships: FRIBAS database for better characterization of RC and URM buildings15
A distributed remote collaborative hybrid test method for complex substructures based on OpenFresco15
The effect of existing damage on the seismic performance of a historical masonry structure: a site-specific assessment15
Multi-attribute-based procedure for seismic loss scenario in a historical area15
Effect of damping model and inelastic deformation on the prediction of vertical seismic acceleration demand on steel frames15
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
Use of post-earthquake point cloud data for forensic evaluation of failures in masonry structures15
Automated mode tracking via supervised classification and adaptive parameter calibration for seismic monitoring with sparse sensors15
Nonlinear dynamic seismic analysis of a high-rise concrete core wall building with podiums using the beam-truss model15
Structural performance of timber-framed masonry (TFM) structures: a case study of Ayazpasha Mosque in Erzurum15
Global drift ratio limits for historical masonry mosques15
Sustainable steel-concrete composite beams with novel demountable shear connections under positive bending moments: experimental behavior and analytical model15
A novel method for assessing and detecting vertical irregularities in RC buildings through probabilistic, numerical, and analytical methods15
Evaluating response modification factor of PC frame structures with different prestressing ratios based on the capacity-demand ratios method15
Proposal of horizontal elastic response spectra for low and high seismicity regions towards the revision of Algerian seismic code15
The normalized inelastic displacement spectra for seismic response estimation of a SDOF system with a generalized flag-shaped hysteretic model14
Out-of-plane shake table test of a rammed earth sub-assembly14
Statistical analysis and ground motion effects on corner buildings with infill walls collapsed during the September 19, 2017 earthquake in Mexico14
Directionality of average spectral acceleration, SaAvg, in the 2023 Kahramanmaras, Türkiye earthquake sequence14
Empirical ground-motion models (GMMs) and associated correlations for cumulative absolute velocity, Arias intensity, and significant durations calibrated on Iranian strong motion database14
Cyclic stress–strain behavior of low-diameter reinforcing bars for thin concrete walls14
Multi-objective optimal design and seismic assessment of an inerter-based hybrid control system for storage tanks14
Empirical method for deriving horizontal site amplification factors considering nonlinear soil behaviors based on K-NET and KiK-net records throughout Japan14
Mechanical properties of masonry structures in Portugal: proposal of new correlations with the Masonry Quality Index (MQI)14
Experimentally informed limit states and fragility curves of rocking blocks via shaking table tests14
Optimised machine learning predictions of liquefaction-induced lateral spreading in alluvial deposits14
Correction: Seismic performance evaluation of a steel-yielding damper with A-shaped elements14
Performance of masonry infills in reinforced concrete moment resisting frames under bidirectional seismic excitations14
E-Defense 2015 ten-story building: beam–column joint assessment according to different code-based design14
Seismic fragility curves with unconventional ground motion intensity measures from physics-based simulations14
Geotechnical reconnaissance findings of the October 30 2020, Mw7.0 Samos Island (Aegean Sea) earthquake14
Bayesian updating of seismic fragility curves through experimental tests14
Modelling of the post-peak response of abutment-backfill systems: a new hysteretic model for OpenSees13
Testing the applicability of ground motion prediction equations for the Hainaut region (Belgium) using intensity data13
Seismic response of irregular RC buildings designed for gravity and seismic loads13
Seismic fatality risk evaluation framework for existing buildings in Switzerland13
Seismic performance assessment of mid-rise confined masonry buildings13
A comprehensive approach to assess the seismic vulnerability of archaeological sites: the Wupatki Pueblo in Arizona13
Nonlinear macromodeling of multistory RC buildings with masonry infill walls13
An emulative cast-in-place monolithic bridge column assembled with precast segments and UHPC materials13
Dynamic and probabilistic seismic performance assessment of precast prestressed reinforced concrete frames incorporating slab influence through three-dimensional spatial model13
Lateral response of special ductile RC frames partially infilled with different types of brick masonry: an experimental investigation13
Modeling inelastic behavior of U-shaped walls using multi-layer shell element: assessment at both global and local levels13
A new layered shell model for reinforced concrete walls II: experimental validation against quasi-static tests13
Influence of the soil liquefaction on dynamic characteristics of a base-isolated structure investigated by the experimental method13
Advanced 3D seismic hazard analysis for active compression in the Adriatic Thrust Zone, Italy13
Unveiling seismic impact: a detailed study on integral abutment bridges amid liquefied soil subjected to far-fault and near-fault ground motions13
Seismic fragility of masonry building stock in the Southwestern Balkans13
Building typology classification in Bosnia and Herzegovina12
Correction: A dynamic p–y model for piles embedded in cohesionless soils12
Raising the bar in seismic design: cost–benefit analysis of alternative design methodologies and earthquake-resistant technologies12
Experimental study on sand-tire chip mixture foundations acting as a soil liquefaction countermeasure12
Impact of ceramic coating on the durability and performance evaluation of concrete pier caps under various loading conditions12
Optimal design and assessment of tuned mass damper inerter with nonlinear viscous damper in seismically excited multi-storey buildings12
Correction To: Evaluating the performance of intensity prediction equations for the Italian area12
Seismic deformation of reinforced concrete piers corroded by saline soil12
Rapid seismic response prediction of rocking blocks using machine learning12
Seismic behaviour of Exterior RC beam-column joints repaired and strengthened using post-tensioned metal straps12
Seismic and subway vibration dual control on a 14-story high-rise building12
Seismic structural health monitoring to prevent unnecessary economic loss from non-damaging earthquakes in European and Middle Eastern cities12
The nineteenth Mallet–Milne lecture12
A pushover-based simplified approach for predicting post-earthquake residual displacements in low-rise RC frames12
Retrofitting through the loss-Based Earthquake engineering12
Near-source ground motion estimation for assessing the seismic hazard of critical facilities in central Italy12
Modification of seismic design parameters for multi-story asymmetric buildings with improvement of safety margin12
Combining remote sensing techniques and field surveys for post-earthquake reconnaissance missions12
Seismic nonlinear 3D analysis of ground improvement effects on soil–pile interaction considering advanced soil constitutive model12
Seismic vulnerability of industrial steel structures with masonry infills using a numerical approach12
Seismic hazard models for typical urban masonry structures considering optimized regression algorithms12
Shaking table investigation of a low-cost and sustainable timber-based energy dissipation system with recentering ability12
Probabilistic seismic hazard analysis for El Salvador12
Optimal retrofit quantity of exterior steel brace methods on minimizing seismic loss for non-ductile reinforced concrete school buildings in Korea12
Seismic performance evaluation of subway station structures with concrete-filled-steel-tube columns11
Fragility curves of Italian school buildings: derivation from L’Aquila 2009 earthquake damage via observational and heuristic approaches11
Emergency response, and community impact after February 6, 2023 Kahramanmaraş Pazarcık and Elbistan Earthquakes: reconnaissance findings and observations on affected region in Türkiye11
Analysis of interaction between reinforced concrete walls and slabs tested on a shaking table11
Experimental investigation using demountable steel-concrete composite reduced web section (RWS) connections under cyclic loads11
Seismic vulnerability assessment of step-back hill buildings through experimental investigation, numerical simulation and fragility estimation11
A novel method to evaluate combined global seismic damage index using recorded floor-displacement data for RC plane frames11
Integrated deterministic and probabilistic assessment of reinforced concrete buildings featuring transfer structures under earthquake shaking11
Probabilistic parametric analysis of capacity, fragility and expected seismic damage of framed reinforced concrete buildings11
Comparison of alternative seismic retrofitting strategies for a substandard reinforced concrete building: a cost-benefit analysis11
Effect of shear wall opening and reinforcement around opening on the structural strengthening11
Towards robust seismicity characterization in stable continental regions: a Bayesian approach for b-values in Peninsular India11
Sequence-aware Damage Accumulation Function for light damage in masonry walls under repeated, nonidentical earthquakes11
Rapid seismic response prediction method of regional buildings under mainshock-aftershock sequence based on deep learning11
A model for the simulated design of Turkish RC frame buildings in seismic vulnerability analysis11
Multivariate statistical analysis of site effect indicators for the Montereale and Capitignano area (AQ) following the seismic sequence in central Italy (2016–2017)11
Probabilistic Seismic Hazard Analysis for NE Brazil11
Joint-level response of buried segmented ductile iron pipelines under strike-slip faulting11
Evaluation of seismic demands for adjacent irregular buildings with transverse alignment eccentricity11
Relative collapse analysis to determine crack width limits of squat RC shear walls11
Rapid visual screening methodology for multi-hazard vulnerability assessment of reinforced concrete buildings in hilly region11
Seismic retrofit of pre-damaged RC elements using thin strain-hardening cementitious composite jackets11
Correction: Energy based seismic vulnerability assessment tool for reinforced concrete bridges11
Stochastic-based vulnerability curves for the out-of-plane seismic safety assessment of URM walls11
Post-earthquake seismic performance assessment of masonry buildings after the 2023 Jajarkot earthquake, Nepal10
Development of inelastic displacement ratio using constant energy-based damage index for performance-based design10
Probabilistic evaluation of liquefaction analysis in performance based design framework10
Nonlinear behavior simulation of soil-structure interaction system via real-time hybrid testing10
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
Correction to: Performance of RC cast-in-place buildings during the November 26, 2019 Albania earthquake10
Seismic performance of mid-rise moment-resisting RC frames with buckling-restrained braces under sequential earthquakes10
Seismic vulnerability of existing RC building stocks at territorial scale: a novel probability-tree approach10
No more black-boxes: estimate deformation capacity of non-ductile RC shear walls based on generalized additive models10
Damage control of the masonry infills in RC frames under cyclic loads: a full-scale test study and numerical analyses10
Hysteretic behavior of high-strength bar reinforced concrete columns under cyclic loading10
Seismic vulnerability of masonry churches: a geometry-driven quantitative index10
Near-fault ground motions and regional shaking damage assessment of the 2024 Noto Peninsula Earthquake in Japan10
Seismic stability of steel wide-flange columns in ductile moment-resisting frames: out-of-plane response and design recommendations10
Probabilistic seismic risk assessment framework: case study Adapazari, Turkey10
Risk-targeted seismic design of the freeboard for steel storage tanks equipped with floating roofs10
Stiffness, cyclic deformation capacity and energy dissipation in concrete members with plain bars: implications for seismic response and performance10
Constant ductility inelastic displacement ratio spectra of shape memory alloy-friction self-centering structures based on a hybrid model10
Experimental investigation on seismic performance of severely earthquake-damaged RC bridge piers after rapid strengthening10
In-plane and out-of-plane model for retrofitted infill walls in reinforced concrete framed buildings10
Shaking table test of steel truss frame focusing on acceleration and strain response for post-earthquake buckling evaluation10
Investigation of seismic collapse performance of RC frames with strengthened masonry infill walls under February 6, 2023 earthquakes in Türkiye10
Physics-based parametrization of a FAS nonergodic ground motion model for Central Italy10
Nonlinear analytical modeling of mass-timber buildings with post-tensioned rocking walls10
Development and experimental validation of a new self-centering HF2V damper with disc springs10
Numerical investigation of the impact of nonuniform corrosion on dynamic characteristics and nonlinear cyclic behaviour of circular RC bridge piers9
Analytical-mechanical based framework for seismic overall fragility analysis of existing RC buildings in town compartments9
Assessment of 2D site effects for seismic microzonation studies: application to Eastern Sicily (Italy)9
Shaking table test of an RC frame considering horizontal and vertical ground motions9
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