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 2022-08-01 to 2026-08-01.)
ArticleCitations
Numerical and analytical methods for the design of beam-column sub-assemblies with composite deck slab108
Fiber modelling approach for seismic analysis of flexure-controlled rc columns with ribbed bars calibrated on unidirectional experimental tests95
Modeling sliding and rocking freestanding building contents considering multidimensional planar floor motions80
A probabilistic deformation-based seismic hazard model for Iran74
Earthquake-proofing history: seismic assessment of Caserta Vecchia medieval bell tower72
Enhancing displacement coefficient method for multi degree of freedom buildings (MDOF) considering nonlinear soil structure interaction66
A ground motion construction method considering spectrum characteristics as supplement for conditional mean spectrum65
Back analysis for estimating the larger seismic actions applied to an ancient Greek dry stone monument in the last millennium61
Regionalized Bayesian site amplification models for Türkiye56
Benefit of structural access panels (SAP) for post-earthquake structural health monitoring54
Energy-based fragility assessment of reinforced concrete bridges considering cumulative seismic demand under mainshock-aftershock sequences54
Proposed reliable peak component factors for ductile light NSCs subjected to horizontal ground motions51
Analytical seismic assessment for reinforced concrete moment frame residential buildings constructed in the Soviet Union Era in Almaty, Kazakhstan43
Seismic vulnerability model development based on Bayesian parameter estimation: Application to the South Iceland loss data43
Site-specific seismic hazard analyses in the Izmit region (Marmara, Turkey) through passive seismic tests41
V-H-Mcapacity of well foundations under gravity and seismic loading41
Seismic response characteristics and performance improvement of near-fault continuous rigid-frame bridges41
Quantifying the impact of normalized period on seismic demand model of ductile columns under pulse-like ground motions39
Code-based brittle capacity models for seismic assessment of pre-code RC buildings: comparison and consequences on retrofit39
Estimating annualized earthquake loss for residential buildings in Tehran, Iran38
Advancing the understanding of earthquake risk in Portugal38
Structural reliability and expected economic losses in reinforced concrete dual MRF-BRB buildings38
Simulation of blind pre-diction and post-diction shaking table tests on a masonry building aggregate using a continuum modelling approach38
A data-driven framework for seismic fragility and performance degradation assessment of historical masonry pagodas: integrating multi-task machine learning and interpretable uncertainty quantification37
Bi-axial shaking table tests to evaluate the seismic performance of two-story rammed-earth walls retrofitted with steel plates36
Impact of the soil-structure interaction on the seismic vulnerability assessment of irregular masonry infilled RC buildings on soft soils36
Ground-motion models validation for large normal-fault earthquakes ($$\:{M}_{w}$$≥7.0): a case study of the 2025 Xizang Dingri earthquake35
Adjustment of relative amplification factors using kappa2 correction vs. using an empirical lower bound amplification: the case of IFMIF-DONES site (Granada, Spain)34
Experimental cyclic testing of masonry pier-spandrel substructures reinforced with engineered cementitious composites overlay32
Visco-elastically connected shear-flexural structure: elastoplastic seismic response property and a simplified analysis procedure32
Experimental study of high-strength steel fiber concrete exterior beam-column joints with high-strength steel reinforcements31
Dynamic shaking table test of a structural system made of a braced timber frame and low-density earth infill30
A theoretical comparison among macroseismic scales used in Italy30
Derivation of seismic fragility curves through mechanical-analytical approaches: the case study of the URM school buildings in Friuli-Venezia Giulia region (Italy)29
Evaluation of ACI 318-19 provisions for special moment frames and special structural walls using data from the E-Defense 10-story tests29
Calibration of finite element model of bridge with pier retrofitted using Fe-SMA strips28
Correction: Model accuracy for the prediction of unreinforced clay brick masonry shear wall resistance28
Numerical evaluation of hybrid reinforcement strategies for seismic enhancement of exterior RC beam–column joints28
Energy dissipation-based emergency temporary reinforcement method for ancient timber structures: experimental and numerical investigations28
Rapid visual screening for earthquake risk reduction: application to institutional and residential buildings in MIT Muzaffarpur campus Bihar, India27
Capacity curves for monitored existing buildings and within- and between-building variability of secant stiffness27
Seismic analysis of failure mechanisms in adjacent interacting stone masonry buildings via rigid block modeling27
In-plane force-displacement relationship for infilled masonry walls in RC frames26
Estimation of consistent absolute acceleration and relative displacement floor response spectra in existing masonry-infilled reinforced concrete buildings26
Accelerating uncertainty quantification in incremental dynamic analysis using dimension reduction-based surrogate modeling26
Seismic resilience enhancement of MDOF systems utilizing a hybrid TMD-TLD26
Seismic risk assessment for commercial masonry infill buildings within the Auckland region of New Zealand25
Evaluation of seismic anchor systems in bridges: performance under multidirectional seismic loads25
Correction To: Characterisation of the rigid diaphragm conditions for cross laminated timber floors24
Performance-based assessment of slender reinforced concrete columns typical of precast industrial buildings24
Correction to: Performance of structures with clutch inerter dampers subjected to seismic excitation24
Earthquake-induced oscillation of porewater pressure – downhole array observation and theoretical correlation with ground motion24
Axial-shear-flexure interactive behavior and completed shear strength model of reinforced concrete members considering steel-bond slip24
Exploratory factor analysis-based method to develop compound intensity measures for predicting potential structural damage of ground motion24
Correction: Earthquake-induced oscillation of porewater pressure – downhole array observation and theoretical correlation with ground motion24
Correction: Probabilistic seismic hazard analysis for El Salvador23
Shake table testing of a half-scale stone masonry building aggregate23
Behavior of reinforced concrete columns under axial load, bending, and torsional combined loading23
Collapse prevention limit states for substandard RC shear walls using a novel bond-slip-based steel model22
Seismic response of elevated steel tanks equipped with the seesaw system22
Seismic collapse analysis of unreinforced masonry buildings through applied element micro-modelling and crack width-based damage measures22
Scale effects and seismic failure behavior of pile-group supported bridges subjected to liquefaction-induced lateral spreading22
Multi-hazard fragility analysis of a single-span prefabricated concrete frame structure under sequential earthquake and blast loading22
Parametric cost-performance-based design of triple friction pendulum (TFP) isolators22
Comparative analysis of intelligent retrofit design methods of RC frame structures using buckling-restrained braces21
Multidimensional functionality limit states for seismic resilience analysis of urban buildings21
Investigation of soft story effect in RC structures using different strengthening methods21
Rotational spectra consistent with horizontal seismic hazard21
Probabilistic usability-based fragility curves for Italian reinforced concrete buildings using census and post-earthquake data21
Lateral behaviour of unreinforced masonry walls with different sizes and locations of opening and effect of strengthening measures: a computational approach21
Seismic evaluation of non-seismically detailed RC buildings in Pakistan: performance and damage accumulation under repeated earthquakes21
An initial velocity model based on VS30 for the region affected by the February 6, 2023 Turkiye earthquakes21
Seismic risk and resilience analysis of networked industrial facilities21
Period elongation of steel moment-resisting frames with strength and stiffness deterioration in incremental dynamic analysis20
Methods for assessing the epistemic uncertainty captured in ground-motion models20
Preface for the Special Issue οn the Μ7.0 Samos Island (Aegean Sea) earthquake of 30th October 2020: reconnaissance missions and first observations20
Characteristics of torsional ground motions obtained for Turkey and their appraisal against Eurocode 820
Correction to: Adjacent interacting masonry structures: shake table test blind prediction discrete element method simulation20
Numerical investigation on p–y method of group piles under static and dynamic loads19
A new global vulnerability model for regional seismic risk assessments: Part 1 – structural vulnerability19
Response of a high-speed train travelling over a long and high-pier viaduct during moderate earthquakes19
Estimating urban seismic damages and debris from building-level simulations: application to the city of Beirut, Lebanon19
Experimental investigation on new mechanical systems effectiveness to reduce the coupling beam damages19
Effects of physical modeling boundary conditions on the responses of 3 × 3 pile groups to liquefaction induced lateral spreading19
Evaluation of seismic fragilities of special concentrically braced frame hybrid buildings equipped with prefabricated cross-laminated timber-steel composite floor diaphragms19
Seismic behavior of circular segmental masonry arch considering tensile strength of joints19
Typological fragility analysis of masonry buildings in Emilia Romagna region (Italy)19
Seismic damage evaluation of Icelandic RC wall buildings based on modelling approach used in the UCLouvain and ERIES UCLouvain-LNEC blind contests19
Size and topology optimization of truss-like structures under seismic excitations incorporating probabilistic aspects19
Maximum seismic displacement assessment of composite steel-concrete structures from residual deformations19
Development of seismic risk models for low-rise masonry structures considering age and deterioration effects18
Correction to: A probabilistic framework for the estimation of resilience of process plants under Na-Tech seismic events18
Nonlinear assessment of progressive collapse in irregular buildings triggered by pulse-type near-field earthquakes18
An efficient method based on shear models for structural seismic response prediction considering hysteretic characteristics18
An investigation into dynamic behaviour of reconstituted and undisturbed fine-grained soil during triaxial and simple shear18
Seismic response of slender storage tanks on tube feet or skirt support18
Evaluation the effect of amplitude scaling of real ground motions on seismic demands accounting different structural characteristics and soil classes18
Physics-based seismic vulnerability assessment of aging building stocks at city scale18
Experimental and numerical investigation of strengthening inadequate reinforced concrete frames with innovative precast panels18
Optimal intensity measure selection in incremental dynamic analysis: methodology improvements and application to a high-speed railway bridge18
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
Cyclic shear behavior of concrete columns with debonded and low-bond high-strength rebars17
Large-scale seismic damage scenario assessment of precast buildings after the May 2012 Emilia earthquake17
Optimum joint gap size in bridges with Ductile Piers17
Seismic response characteristics and buckling-restrained brace-based optimization design for irregular slab-column bridge structures17
Correction to: “Predictive hybrid fragility models for urban scale seismic assessment: a case study in Basilicata Region (Italy)17
Simplified pushover-based seismic risk assessment methodology for existing infilled frame structures17
Correction to: Shaking table tests on geotechnical seismic isolation for medium-rise buildings using EPS beads-sand mixtures17
Damage assessment of infilled frame structures using applied element method17
Multi-attribute-based procedure for seismic loss scenario in a historical area17
Evaluation of base sliding response and effective slab width in ten-storey tests17
Prediction of Seismic Earth Pressure on Basement Walls of Buildings with Rigid Base Conditions16
Field testing of gravel-rubber mixtures as geotechnical seismic isolation16
Damage observation-informed seismic vulnerability assessment of stainless steel-reinforced concrete bridge piers16
Seismic performances of geogrid-wrapped tire-faced retaining walls: influence of geogrid wrapping structures and binding properties16
Direct loss-based seismic retrofit of reinforced concrete frames16
Structural performance of timber-framed masonry (TFM) structures: a case study of Ayazpasha Mosque in Erzurum16
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
Seismic risk-informed prioritisation of multi-span RC girder bridges considering knowledge-based uncertainty16
Research on seismic performance and bearing capacity analysis of novel prefabricated autoclaved aerated concrete shear walls16
Empirical transfer function for enhanced seismic hazard modelling in the Northeast Himalaya16
Global drift ratio limits for historical masonry mosques16
Computational study on stiffened topology-optimized shear links for eccentrically braced frames16
A dual Kriging-XGBoost model for reconstructing building seismic responses using strong motion data16
Shake-table test on a historical masonry aggregate: prediction and postdiction using an equivalent-frame model16
Seismic design and nonlinear response comparison of a hybrid timber building configured with BRB- and SMA-braced LVL frames16
Effect of damping model and inelastic deformation on the prediction of vertical seismic acceleration demand on steel frames15
Experimentally informed limit states and fragility curves of rocking blocks via shaking table tests15
Modeling inelastic behavior of U-shaped walls using multi-layer shell element: assessment at both global and local levels15
A novel method for assessing and detecting vertical irregularities in RC buildings through probabilistic, numerical, and analytical methods15
The effect of existing damage on the seismic performance of a historical masonry structure: a site-specific assessment15
A multi-parameter empirical prediction model for the spectral amplification factor of pulse-like ground motions15
Directionality of average spectral acceleration, SaAvg, in the 2023 Kahramanmaras, Türkiye earthquake sequence15
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
Lateral response of special ductile RC frames partially infilled with different types of brick masonry: an experimental investigation15
Proposal of horizontal elastic response spectra for low and high seismicity regions towards the revision of Algerian seismic code15
A distributed remote collaborative hybrid test method for complex substructures based on OpenFresco15
Geotechnical reconnaissance findings of the October 30 2020, Mw7.0 Samos Island (Aegean Sea) earthquake15
Seismic retrofitting of masonry infilled RC buildings in low-to moderate-seismic regions: case study of typical Sri Lankan school buildings15
Correction: Seismic performance evaluation of a steel-yielding damper with A-shaped elements14
Statistical analysis and ground motion effects on corner buildings with infill walls collapsed during the September 19, 2017 earthquake in Mexico14
Nonlinear dynamic seismic analysis of a high-rise concrete core wall building with podiums using the beam-truss model14
Sustainable steel-concrete composite beams with novel demountable shear connections under positive bending moments: experimental behavior and analytical model14
Seismic performance of integral abutment bridges with prestressed ultra-high-performance concrete (UHPC) girders, considering soil-structure interaction (SSI): a comparative analysis14
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
Optimised machine learning predictions of liquefaction-induced lateral spreading in alluvial deposits14
Towards specific T–H relationships: FRIBAS database for better characterization of RC and URM buildings14
Evaluating response modification factor of PC frame structures with different prestressing ratios based on the capacity-demand ratios method14
Empirical method for deriving horizontal site amplification factors considering nonlinear soil behaviors based on K-NET and KiK-net records throughout Japan14
Data drift mitigation in machine learning for predicting the earthquake performance of corroded bridges14
Mechanical properties of masonry structures in Portugal: proposal of new correlations with the Masonry Quality Index (MQI)14
Automated mode tracking via supervised classification and adaptive parameter calibration for seismic monitoring with sparse sensors14
Optimal design and assessment of tuned mass damper inerter with nonlinear viscous damper in seismically excited multi-storey buildings13
Unveiling seismic impact: a detailed study on integral abutment bridges amid liquefied soil subjected to far-fault and near-fault ground motions13
Cyclic stress–strain behavior of low-diameter reinforcing bars for thin concrete walls13
Out-of-plane shake table test of a rammed earth sub-assembly13
Seismic fragility of masonry building stock in the Southwestern Balkans13
Seismic fatality risk evaluation framework for existing buildings in Switzerland13
Modification of seismic design parameters for multi-story asymmetric buildings with improvement of safety margin13
Advanced 3D seismic hazard analysis for active compression in the Adriatic Thrust Zone, Italy13
Bayesian updating of seismic fragility curves through experimental tests13
Seismic fragility curves with unconventional ground motion intensity measures from physics-based simulations13
A comprehensive approach to assess the seismic vulnerability of archaeological sites: the Wupatki Pueblo in Arizona13
An emulative cast-in-place monolithic bridge column assembled with precast segments and UHPC materials13
Influence of the soil liquefaction on dynamic characteristics of a base-isolated structure investigated by the experimental method13
Probabilistic seismic hazard analysis for El Salvador13
Empirical ground-motion models (GMMs) and associated correlations for cumulative absolute velocity, Arias intensity, and significant durations calibrated on Iranian strong motion database13
The normalized inelastic displacement spectra for seismic response estimation of a SDOF system with a generalized flag-shaped hysteretic model13
Use of post-earthquake point cloud data for forensic evaluation of failures in masonry structures13
Nonlinear macromodeling of multistory RC buildings with masonry infill walls13
Building typology classification in Bosnia and Herzegovina13
Post-earthquake recovery of reinforced concrete buildings in India: hybrid framework and application12
Modelling of the post-peak response of abutment-backfill systems: a new hysteretic model for OpenSees12
Combining remote sensing techniques and field surveys for post-earthquake reconnaissance missions12
Seismic behaviour of Exterior RC beam-column joints repaired and strengthened using post-tensioned metal straps12
Rapid seismic response prediction of rocking blocks using machine learning12
Interface-slip localization and vulnerability amplification in historic masonry pagoda walls under seismic loading12
Post-earthquake seismic assessment of a heritage masonry school: comparative evaluation of field observation and nonlinear FE time-history analyses12
A new layered shell model for reinforced concrete walls II: experimental validation against quasi-static tests12
Seismic performance assessment of mid-rise confined masonry buildings12
Seismic response of irregular RC buildings designed for gravity and seismic loads12
Optimal retrofit quantity of exterior steel brace methods on minimizing seismic loss for non-ductile reinforced concrete school buildings in Korea12
Retrofitting through the loss-Based Earthquake engineering12
Seismic nonlinear 3D analysis of ground improvement effects on soil–pile interaction considering advanced soil constitutive model12
Testing the applicability of ground motion prediction equations for the Hainaut region (Belgium) using intensity data12
Characterizing the micro-mechanical triggering of liquefaction via the Seismic Persistence Index11
Analysis of interaction between reinforced concrete walls and slabs tested on a shaking table11
Rapid seismic response prediction method of regional buildings under mainshock-aftershock sequence based on deep learning11
Comparison of alternative seismic retrofitting strategies for a substandard reinforced concrete building: a cost-benefit analysis11
Probabilistic Seismic Hazard Analysis for NE Brazil11
Relative collapse analysis to determine crack width limits of squat RC shear walls11
Experimental investigation using demountable steel-concrete composite reduced web section (RWS) connections under cyclic loads11
The nineteenth Mallet–Milne lecture11
Near-source ground motion estimation for assessing the seismic hazard of critical facilities in central Italy11
Evaluation of seismic demands for adjacent irregular buildings with transverse alignment eccentricity11
Rapid visual screening methodology for multi-hazard vulnerability assessment of reinforced concrete buildings in hilly region11
Raising the bar in seismic design: cost–benefit analysis of alternative design methodologies and earthquake-resistant technologies11
Seismic retrofit of pre-damaged RC elements using thin strain-hardening cementitious composite jackets11
Experimental study on sand-tire chip mixture foundations acting as a soil liquefaction countermeasure11
Correction: A dynamic p–y model for piles embedded in cohesionless soils11
Joint-level response of buried segmented ductile iron pipelines under strike-slip faulting11
Impact of ceramic coating on the durability and performance evaluation of concrete pier caps under various loading conditions11
Seismic hazard models for typical urban masonry structures considering optimized regression algorithms11
Seismic vulnerability of industrial steel structures with masonry infills using a numerical approach11
Stochastic-based vulnerability curves for the out-of-plane seismic safety assessment of URM walls11
Emergency response, and community impact after February 6, 2023 Kahramanmaraş Pazarcık and Elbistan Earthquakes: reconnaissance findings and observations on affected region in Türkiye11
Probabilistic parametric analysis of capacity, fragility and expected seismic damage of framed reinforced concrete buildings11
Region-specific ground-motion model for fourier amplitude spectra and its interfrequency correlation of epsilon for the Sichuan–Yunnan region, China11
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
Seismic performance evaluation of subway station structures with concrete-filled-steel-tube columns11
A pushover-based simplified approach for predicting post-earthquake residual displacements in low-rise RC frames11
Correction To: Evaluating the performance of intensity prediction equations for the Italian area11
Cumulative fragility curves for seismic vulnerability assessment of damaged masonry buildings subjected to differential settlements11
Development of inelastic displacement ratio using constant energy-based damage index for performance-based design10
Seismic stability of steel wide-flange columns in ductile moment-resisting frames: out-of-plane response and design recommendations10
Seismic performance of mid-rise moment-resisting RC frames with buckling-restrained braces under sequential earthquakes10
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
Probabilistic and deterministic fault displacement hazard assessment of the Indian region10
Integrated deterministic and probabilistic assessment of reinforced concrete buildings featuring transfer structures under earthquake shaking10
No more black-boxes: estimate deformation capacity of non-ductile RC shear walls based on generalized additive models10
Probabilistic evaluation of liquefaction analysis in performance based design framework10
A novel method to evaluate combined global seismic damage index using recorded floor-displacement data for RC plane frames10
Seismic and subway vibration dual control on a 14-story high-rise building10
Shaking table test of steel truss frame focusing on acceleration and strain response for post-earthquake buckling evaluation10
Seismic dynamic response and sensitivity analysis of high-speed railway catenary systems under multidirectional excitations and traveling wave effects10
Probabilistic seismic risk assessment framework: case study Adapazari, Turkey10
A ground motion model for Spain10
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
Correction: Energy based seismic vulnerability assessment tool for reinforced concrete bridges10
Damage control of the masonry infills in RC frames under cyclic loads: a full-scale test study and numerical analyses10
Fragility curves of Italian school buildings: derivation from L’Aquila 2009 earthquake damage via observational and heuristic approaches10
Effect of shear wall opening and reinforcement around opening on the structural strengthening10
Multivariate statistical analysis of site effect indicators for the Montereale and Capitignano area (AQ) following the seismic sequence in central Italy (2016–2017)10
Constant ductility inelastic displacement ratio spectra of shape memory alloy-friction self-centering structures based on a hybrid model10
Hysteretic behavior of reinforced ultra-high-performance concrete columns under combined axial and flexural loads10
Development and experimental validation of a new self-centering HF2V damper with disc springs10
Explainable machine learning for ground motion modeling: predictive dominance of energy-based measures in the Southern Turkey seismic sequence10
Rapid assessment method to assess vulnerability of structures using vulnerability index and disaster matrix10
Estimations of peak floor accelerations in multi-story self-centering concentrically braced frames10
Experimental investigation on seismic performance of severely earthquake-damaged RC bridge piers after rapid strengthening10
Post-earthquake seismic performance assessment of masonry buildings after the 2023 Jajarkot earthquake, Nepal10
In-plane and out-of-plane model for retrofitted infill walls in reinforced concrete framed buildings10
Seismic vulnerability assessment of step-back hill buildings through experimental investigation, numerical simulation and fragility estimation10
A model for the simulated design of Turkish RC frame buildings in seismic vulnerability analysis10
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