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 2021-12-01 to 2025-12-01.)
ArticleCitations
Numerical and analytical methods for the design of beam-column sub-assemblies with composite deck slab83
Experimental cyclic testing of masonry pier-spandrel substructures reinforced with engineered cementitious composites overlay74
V-H-Mcapacity of well foundations under gravity and seismic loading64
A ground motion construction method considering spectrum characteristics as supplement for conditional mean spectrum63
Site-specific seismic hazard analyses in the Izmit region (Marmara, Turkey) through passive seismic tests57
Influence of accelerometer type on uncertainties in recorded ground motions and seismic damage assessment56
Seismic vulnerability model development based on Bayesian parameter estimation: Application to the South Iceland loss data55
A data-driven framework for seismic fragility and performance degradation assessment of historical masonry pagodas: integrating multi-task machine learning and interpretable uncertainty quantification54
Simulation of blind pre-diction and post-diction shaking table tests on a masonry building aggregate using a continuum modelling approach53
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-solutions48
A probabilistic deformation-based seismic hazard model for Iran47
Seismic fragility assessment of high-rise stacks in oil refineries46
Enhancing displacement coefficient method for multi degree of freedom buildings (MDOF) considering nonlinear soil structure interaction43
Fiber modelling approach for seismic analysis of flexure-controlled rc columns with ribbed bars calibrated on unidirectional experimental tests42
Effects of near-fault pulse-type ground motions on high-speed railway simply supported bridge and pulse parameter analysis42
Adjustment of relative amplification factors using kappa2 correction vs. using an empirical lower bound amplification: the case of IFMIF-DONES site (Granada, Spain)34
Modeling sliding and rocking freestanding building contents considering multidimensional planar floor motions33
Effects of support conditions and arrangement of prestressed rocking columns on the displacement of concrete frames under dynamic loads33
Back analysis for estimating the larger seismic actions applied to an ancient Greek dry stone monument in the last millennium32
Earthquake-proofing history: seismic assessment of Caserta Vecchia medieval bell tower32
Code-based brittle capacity models for seismic assessment of pre-code RC buildings: comparison and consequences on retrofit32
Analytical seismic assessment for reinforced concrete moment frame residential buildings constructed in the Soviet Union Era in Almaty, Kazakhstan32
Ground-motion models validation for large normal-fault earthquakes ($$\:{M}_{w}$$≥7.0): a case study of the 2025 Xizang Dingri earthquake31
Bi-axial shaking table tests to evaluate the seismic performance of two-story rammed-earth walls retrofitted with steel plates31
Proposed reliable peak component factors for ductile light NSCs subjected to horizontal ground motions30
Estimating annualized earthquake loss for residential buildings in Tehran, Iran30
Advancing the understanding of earthquake risk in Portugal30
Seismic response characteristics and performance improvement of near-fault continuous rigid-frame bridges29
Benefit of structural access panels (SAP) for post-earthquake structural health monitoring29
Quantifying the impact of normalized period on seismic demand model of ductile columns under pulse-like ground motions29
Experimental study of high-strength steel fiber concrete exterior beam-column joints with high-strength steel reinforcements29
Correction To: Characterisation of the rigid diaphragm conditions for cross laminated timber floors29
Seismic evaluation of non-seismically detailed RC buildings in Pakistan: performance and damage accumulation under repeated earthquakes28
Rotational spectra consistent with horizontal seismic hazard28
Seismic collapse analysis of unreinforced masonry buildings through applied element micro-modelling and crack width-based damage measures28
An initial velocity model based on VS30 for the region affected by the February 6, 2023 Turkiye earthquakes28
In-plane force-displacement relationship for infilled masonry walls in RC frames26
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
An empirical seismic vulnerability model25
Correction to: Performance of structures with clutch inerter dampers subjected to seismic excitation25
Exploratory factor analysis-based method to develop compound intensity measures for predicting potential structural damage of ground motion25
Geological and geotechnical investigation of the seismic ground response characteristics in some urban and suburban sites in Chile exposed to large seismic threats25
Evaluation of ACI 318-19 provisions for special moment frames and special structural walls using data from the E-Defense 10-story tests25
Seismic analysis of failure mechanisms in adjacent interacting stone masonry buildings via rigid block modeling25
Correction to: Adjacent interacting masonry structures: shake table test blind prediction discrete element method simulation25
Shake table testing of a half-scale stone masonry building aggregate25
Seismic response of elevated steel tanks equipped with the seesaw system24
Seismic resilience enhancement of MDOF systems utilizing a hybrid TMD-TLD24
Capacity curves for monitored existing buildings and within- and between-building variability of secant stiffness24
Earthquake-induced oscillation of porewater pressure – downhole array observation and theoretical correlation with ground motion23
Correction: Earthquake-induced oscillation of porewater pressure – downhole array observation and theoretical correlation with ground motion23
Comparative analysis of intelligent retrofit design methods of RC frame structures using buckling-restrained braces23
Axial-shear-flexure interactive behavior and completed shear strength model of reinforced concrete members considering steel-bond slip22
Derivation of seismic fragility curves through mechanical-analytical approaches: the case study of the URM school buildings in Friuli-Venezia Giulia region (Italy)22
Multidimensional functionality limit states for seismic resilience analysis of urban buildings22
Lateral behaviour of unreinforced masonry walls with different sizes and locations of opening and effect of strengthening measures: a computational approach22
Dynamic shaking table test of a structural system made of a braced timber frame and low-density earth infill22
Seismic risk and resilience analysis of networked industrial facilities21
Stochastic nonlinear ground response analysis considering existing boreholes locations by the geostatistical method21
Seismic risk assessment for commercial masonry infill buildings within the Auckland region of New Zealand21
Performance-based assessment of slender reinforced concrete columns typical of precast industrial buildings21
A theoretical comparison among macroseismic scales used in Italy21
Emergency response, intervention, and societal recovery in Greece and Turkey after the 30th October 2020, MW = 7.0, Samos (Aegean Sea) earthquake21
Estimation of consistent absolute acceleration and relative displacement floor response spectra in existing masonry-infilled reinforced concrete buildings21
Energy dissipation-based emergency temporary reinforcement method for ancient timber structures: experimental and numerical investigations20
Size and topology optimization of truss-like structures under seismic excitations incorporating probabilistic aspects20
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
Experimental and numerical investigation of strengthening inadequate reinforced concrete frames with innovative precast panels20
Accelerating uncertainty quantification in incremental dynamic analysis using dimension reduction-based surrogate modeling20
Seismic response of slender storage tanks on tube feet or skirt support20
Physics-based seismic vulnerability assessment of aging building stocks at city scale20
Evaluation of seismic fragilities of special concentrically braced frame hybrid buildings equipped with prefabricated cross-laminated timber-steel composite floor diaphragms20
Maximum seismic displacement assessment of composite steel-concrete structures from residual deformations20
Evaluation of seismic anchor systems in bridges: performance under multidirectional seismic loads20
Seismic behavior of circular segmental masonry arch considering tensile strength of joints20
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
Seismic damage evaluation of Icelandic RC wall buildings based on modelling approach used in the UCLouvain and ERIES UCLouvain-LNEC blind contests20
Correction to: A probabilistic framework for the estimation of resilience of process plants under Na-Tech seismic events19
Development of seismic risk models for low-rise masonry structures considering age and deterioration effects19
Performance of RC cast-in-place buildings during the November 26, 2019 Albania earthquake19
Response of a high-speed train travelling over a long and high-pier viaduct during moderate earthquakes19
Typological fragility analysis of masonry buildings in Emilia Romagna region (Italy)19
Numerical investigation on p–y method of group piles under static and dynamic loads19
Evaluation the effect of amplitude scaling of real ground motions on seismic demands accounting different structural characteristics and soil classes19
Cyclic experiments and global buckling design of steel-angle-assembled buckling-restrained braces19
Experimental investigation on new mechanical systems effectiveness to reduce the coupling beam damages19
Optimal intensity measure selection in incremental dynamic analysis: methodology improvements and application to a high-speed railway bridge18
Optimum joint gap size in bridges with Ductile Piers18
Correction to: Shaking table tests on geotechnical seismic isolation for medium-rise buildings using EPS beads-sand mixtures18
Effects of physical modeling boundary conditions on the responses of 3 × 3 pile groups to liquefaction induced lateral spreading18
Correction to: Infrastructure seismic risk assessment: an overview and integration to contemporary open tool towards global usage18
Shake-table test on a historical masonry aggregate: prediction and postdiction using an equivalent-frame model18
Estimating urban seismic damages and debris from building-level simulations: application to the city of Beirut, Lebanon18
An efficient method based on shear models for structural seismic response prediction considering hysteretic characteristics18
Direct loss-based seismic retrofit of reinforced concrete frames18
Field testing of gravel-rubber mixtures as geotechnical seismic isolation18
An investigation into dynamic behaviour of reconstituted and undisturbed fine-grained soil during triaxial and simple shear18
Large-scale seismic damage scenario assessment of precast buildings after the May 2012 Emilia earthquake17
The 2021 seismic hazard model for Slovenia (SHMS21): overview and results17
Damage assessment of infilled frame structures using applied element method17
Multi-attribute-based procedure for seismic loss scenario in a historical area17
Efficient non-ergodic ground-motion prediction for large datasets17
An eco-sustainable innovative geotechnical technology for the structures seismic isolation, investigated by FEM parametric analyses17
Correction to: “Predictive hybrid fragility models for urban scale seismic assessment: a case study in Basilicata Region (Italy)17
A simplified component-based methodology for the seismic vulnerability assessment of school buildings using nonlinear static procedures: application to RC school buildings17
Simplified pushover-based seismic risk assessment methodology for existing infilled frame structures17
E-Defense 2015 ten-story building: beam–column joint assessment according to different code-based design17
Seismic design and nonlinear response comparison of a hybrid timber building configured with BRB- and SMA-braced LVL frames17
Analytical design models for geotechnical seismic isolation systems17
A dual Kriging-XGBoost model for reconstructing building seismic responses using strong motion data17
Evaluation of base sliding response and effective slab width in ten-storey tests17
Parametric analysis on mechanical performance and additional reinforcement design method of reinforced concrete chimneys with openings17
Global drift ratio limits for historical masonry mosques17
Seismic risk-informed prioritisation of multi-span RC girder bridges considering knowledge-based uncertainty17
Performance of masonry infills in reinforced concrete moment resisting frames under bidirectional seismic excitations17
Sensor placement and seismic response reconstruction for structural health monitoring using a deep neural network16
Suppression of the torsional irregularity of high-rise buildings using viscous wall dampers16
Statistical analysis and ground motion effects on corner buildings with infill walls collapsed during the September 19, 2017 earthquake in Mexico16
Geotechnical reconnaissance findings of the October 30 2020, Mw7.0 Samos Island (Aegean Sea) earthquake16
Empirical ground-motion models (GMMs) and associated correlations for cumulative absolute velocity, Arias intensity, and significant durations calibrated on Iranian strong motion database16
Usage of Tyre Derived Aggregates as backfill around buried pipelines crossing strike-slip faults; model tests16
Use of post-earthquake point cloud data for forensic evaluation of failures in masonry structures16
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 Italy16
Seismic retrofitting of masonry infilled RC buildings in low-to moderate-seismic regions: case study of typical Sri Lankan school buildings16
Nonlinear dynamic seismic analysis of a high-rise concrete core wall building with podiums using the beam-truss model16
Earthquake damage assessment model based on differential ratio of elastic–plastic dissipated energy16
Cyclic stress–strain behavior of low-diameter reinforcing bars for thin concrete walls16
Automated mode tracking via supervised classification and adaptive parameter calibration for seismic monitoring with sparse sensors16
Proposal of horizontal elastic response spectra for low and high seismicity regions towards the revision of Algerian seismic code16
Directionality of average spectral acceleration, SaAvg, in the 2023 Kahramanmaras, Türkiye earthquake sequence16
Multi-objective optimal design and seismic assessment of an inerter-based hybrid control system for storage tanks15
Sustainable steel-concrete composite beams with novel demountable shear connections under positive bending moments: experimental behavior and analytical model15
Seismic fragility curves with unconventional ground motion intensity measures from physics-based simulations15
A comprehensive approach to assess the seismic vulnerability of archaeological sites: the Wupatki Pueblo in Arizona15
Out-of-plane shake table test of a rammed earth sub-assembly15
Retrofitting through the loss-Based Earthquake engineering15
Bayesian updating of seismic fragility curves through experimental tests15
The normalized inelastic displacement spectra for seismic response estimation of a SDOF system with a generalized flag-shaped hysteretic model15
Empirical method for deriving horizontal site amplification factors considering nonlinear soil behaviors based on K-NET and KiK-net records throughout Japan15
Evaluating response modification factor of PC frame structures with different prestressing ratios based on the capacity-demand ratios method15
A new layered shell model for reinforced concrete walls II: experimental validation against quasi-static tests15
Seismic fragility of masonry building stock in the Southwestern Balkans15
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
Modeling inelastic behavior of U-shaped walls using multi-layer shell element: assessment at both global and local levels15
Effect of damping model and inelastic deformation on the prediction of vertical seismic acceleration demand on steel frames15
Unveiling seismic impact: a detailed study on integral abutment bridges amid liquefied soil subjected to far-fault and near-fault ground motions15
Performance of hydraulic structures, lifelines and industrial structures during October 30, 2020 Samos-Aegean sea earthquake15
Optimal retrofit quantity of exterior steel brace methods on minimizing seismic loss for non-ductile reinforced concrete school buildings in Korea14
Advanced 3D seismic hazard analysis for active compression in the Adriatic Thrust Zone, Italy14
Dynamic and probabilistic seismic performance assessment of precast prestressed reinforced concrete frames incorporating slab influence through three-dimensional spatial model14
Direct displacement-based seismic design of buckling-restrained braced RC frames14
Rapid seismic response prediction of rocking blocks using machine learning14
The value of seismic structural health monitoring for post-earthquake building evacuation14
Optimal design and assessment of tuned mass damper inerter with nonlinear viscous damper in seismically excited multi-storey buildings14
Building typology classification in Bosnia and Herzegovina14
An emulative cast-in-place monolithic bridge column assembled with precast segments and UHPC materials14
Seismic performance assessment of mid-rise confined masonry buildings14
Testing the applicability of ground motion prediction equations for the Hainaut region (Belgium) using intensity data14
Seismic vulnerability of historic brick masonry buildings in Vienna14
Modelling of the post-peak response of abutment-backfill systems: a new hysteretic model for OpenSees14
Combining remote sensing techniques and field surveys for post-earthquake reconnaissance missions13
Seismic response of irregular RC buildings designed for gravity and seismic loads13
Seismic deformation of reinforced concrete piers corroded by saline soil13
Raising the bar in seismic design: cost–benefit analysis of alternative design methodologies and earthquake-resistant technologies13
Seismic structural health monitoring to prevent unnecessary economic loss from non-damaging earthquakes in European and Middle Eastern cities13
Impact of ceramic coating on the durability and performance evaluation of concrete pier caps under various loading conditions13
Seismic fatality risk evaluation framework for existing buildings in Switzerland13
Influence of the soil liquefaction on dynamic characteristics of a base-isolated structure investigated by the experimental method13
Correction: A dynamic p–y model for piles embedded in cohesionless soils13
Correction To: Evaluating the performance of intensity prediction equations for the Italian area13
The nineteenth Mallet–Milne lecture13
Seismic behaviour of Exterior RC beam-column joints repaired and strengthened using post-tensioned metal straps13
Nonlinear macromodeling of multistory RC buildings with masonry infill walls13
Probabilistic parametric analysis of capacity, fragility and expected seismic damage of framed reinforced concrete buildings13
Seismic retrofit of pre-damaged RC elements using thin strain-hardening cementitious composite jackets13
Impact and clutch nonlinearities in the seismic response of inerto-rocking systems13
Correction: Energy based seismic vulnerability assessment tool for reinforced concrete bridges12
Stochastic-based vulnerability curves for the out-of-plane seismic safety assessment of URM walls12
Experimental investigation using demountable steel-concrete composite reduced web section (RWS) connections under cyclic loads12
Seismic analysis method of unreinforced masonry structures subjected to mainshock-aftershock sequences12
Evaluation of seismic demands for adjacent irregular buildings with transverse alignment eccentricity12
Shaking table investigation of a low-cost and sustainable timber-based energy dissipation system with recentering ability12
Near-source magnitude scaling of spectral accelerations: analysis and update of Kotha et al. (2020) model12
Seismic hazard models for typical urban masonry structures considering optimized regression algorithms12
Emergency response, and community impact after February 6, 2023 Kahramanmaraş Pazarcık and Elbistan Earthquakes: reconnaissance findings and observations on affected region in Türkiye12
Correction to: Application of genetic algorithms for a new approach for seismic building monitoring: integrated measurement systems with physical and virtual sensors12
Multivariate statistical analysis of site effect indicators for the Montereale and Capitignano area (AQ) following the seismic sequence in central Italy (2016–2017)12
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 buildings12
Seismic vulnerability assessment of step-back hill buildings through experimental investigation, numerical simulation and fragility estimation12
Effect of shear wall opening and reinforcement around opening on the structural strengthening12
A pushover-based simplified approach for predicting post-earthquake residual displacements in low-rise RC frames12
Constant ductility inelastic displacement ratio spectra of shape memory alloy-friction self-centering structures based on a hybrid model12
Near-source ground motion estimation for assessing the seismic hazard of critical facilities in central Italy12
A novel method to evaluate combined global seismic damage index using recorded floor-displacement data for RC plane frames12
Development of analytical seismic fragility functions for the common buildings in Iran12
An improved capacity design procedure incorporating the effect of gap-opening on higher mode responses in rocking wall structures12
Rapid visual screening methodology for multi-hazard vulnerability assessment of reinforced concrete buildings in hilly region12
Analysis of interaction between reinforced concrete walls and slabs tested on a shaking table12
Probabilistic Seismic Hazard Analysis for NE Brazil12
Fragility curves of Italian school buildings: derivation from L’Aquila 2009 earthquake damage via observational and heuristic approaches12
Seismic vulnerability of industrial steel structures with masonry infills using a numerical approach12
Experimental study on sand-tire chip mixture foundations acting as a soil liquefaction countermeasure12
In-plane capacity of existing post-WWII beam-and-clay block floor systems11
Optimum parameters and performance of negative stiffness and inerter based dampers for base-isolated structures11
In-plane and out-of-plane model for retrofitted infill walls in reinforced concrete framed buildings11
Stiffness, cyclic deformation capacity and energy dissipation in concrete members with plain bars: implications for seismic response and performance11
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
Shaking table test of steel truss frame focusing on acceleration and strain response for post-earthquake buckling evaluation11
Nonlinear behavior simulation of soil-structure interaction system via real-time hybrid testing11
Risk-targeted seismic design of the freeboard for steel storage tanks equipped with floating roofs11
Hysteretic behavior of high-strength bar reinforced concrete columns under cyclic loading11
A model for the simulated design of Turkish RC frame buildings in seismic vulnerability analysis11
Nonlinear seismic fragility assessment of tall buildings equipped with tuned mass damper (TMD) and considering soil-structure interaction effects11
Experimental investigation on seismic performance of severely earthquake-damaged RC bridge piers after rapid strengthening11
Integrated deterministic and probabilistic assessment of reinforced concrete buildings featuring transfer structures under earthquake shaking11
Seismic stability of steel wide-flange columns in ductile moment-resisting frames: out-of-plane response and design recommendations11
Investigation of seismic collapse performance of RC frames with strengthened masonry infill walls under February 6, 2023 earthquakes in Türkiye11
Development of inelastic displacement ratio using constant energy-based damage index for performance-based design11
Probabilistic evaluation of liquefaction analysis in performance based design framework11
Probabilistic seismic risk assessment framework: case study Adapazari, Turkey10
Physics-based parametrization of a FAS nonergodic ground motion model for Central Italy10
Development and experimental validation of a new self-centering HF2V damper with disc springs10
Rapid assessment method to assess vulnerability of structures using vulnerability index and disaster matrix10
A method for linear response analysis of long bridges under multi-support seismic excitation10
Correction: Design displacement for lifelines at fault crossings: the code-based approach for Europe10
Correction to “Ground-motion models for earthquakes occurring in the United Kingdom”10
The seventeenth Mallet-Milne lecture10
Epistemic uncertainty of probabilistic building exposure compositions in scenario-based earthquake loss models10
Correction to: Performance of RC cast-in-place buildings during the November 26, 2019 Albania earthquake10
Fragility based evaluation of different code based assessment approaches for the performance estimation of existing buildings10
Nonlinear analytical modeling of mass-timber buildings with post-tensioned rocking walls10
Seismic fragility assessment of geotechnical seismic isolation (GSI) for bridge configuration10
A backbone seismic ground motion model for strike-slip earthquakes in Southwest Iceland and its implications for near- and far-field PSHA10
Correction to: SAP-sand mixtures as a geotechnical seismic isolation technology: from the dynamic characterization to a simple analytical design approach10
Shear demand and inelastic displacement capacity of RC walls of different lengths forming a structural system10
Seismic assessment and rehabilitation of a RC structure under mainshock-aftershock seismic sequences using beam-column bonded CFRP strategy10
Seismic vulnerability assessment and fragility analysis of pre-code masonry buildings in Portugal10
The influence of strip load on the seismic design of cantilever sheet pile walls: a simplified analytical solution10
Near-fault ground motions and regional shaking damage assessment of the 2024 Noto Peninsula Earthquake in Japan10
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
Experimental response of a substandard RC frame building retrofitted with GFRP sheets and slab-weakening subjected to earthquake motions10
Preface to special issue on numerical modelling of URM buildings: benchmark project10
Seismic behavior of timber-framed structures infilled with dry brick masonry9
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