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 2021-04-01 to 2025-04-01.)
ArticleCitations
A Multi Pier Macro MPM method for the seismic analysis of steel moment frames66
Enhancing displacement coefficient method for multi degree of freedom buildings (MDOF) considering nonlinear soil structure interaction62
Life-cycle seismic resilience of deteriorating highway bridges under mainshock-aftershock sequences56
Seismic retrofit of pre-damaged RC elements using thin strain-hardening cementitious composite jackets53
Seismic upgrading of RC frames using new hybrid dampers with recentering capability applying the second-generation of eurocode 851
Stochastic finite fault simulation of 2023 Mw 7.8 and Mw 7.5 Turkey earthquakes and its application to regional buildings damage estimation at Kahramanmaras City50
Emergency response, and community impact after February 6, 2023 Kahramanmaraş Pazarcık and Elbistan Earthquakes: reconnaissance findings and observations on affected region in Türkiye49
A two-phase seismic design methodology for reinforced concrete frame- corrugated steel plate shear wall connected to beam only49
Preface for the special issue on February 6, 2023, Kahramanmaraş-Türkiye earthquakes (Mw=7.8 and 7.5): reconnaissance missions and first observations48
Guest editorial for the special issue on artificial intelligence, sensing and big data analytics in earthquake engineering46
Preface to the Special Issue: The evolution of fragility and vulnerability. The origin story of a preface44
Vulnerability modellers toolkit, an open-source platform for vulnerability analysis40
Correction: Dissipative tie-rods restraining one-sided rocking masonry walls: analytical formulation and experimental tests40
Impact and clutch nonlinearities in the seismic response of inerto-rocking systems40
Correction To: Evaluating the performance of intensity prediction equations for the Italian area37
Seismic vulnerability assessment of step-back hill buildings through experimental investigation, numerical simulation and fragility estimation36
Earthquake-proofing history: seismic assessment of Caserta Vecchia medieval bell tower36
A mechanical-based seismic vulnerability assessment method with an application to masonry structures in Cosenza (Italy)35
Ductility demands for stiffness-degrading SDOF systems under pulse-like ground motions of the 2023 Pazarcık (Kahramanmaraş) earthquake35
Seismic strengthening of existing RC buildings with external cross-laminated timber (CLT) walls hosting an integrated energetic and architectural renovation35
International joint research on the full-scale ten-story RC buildings tested at E-Defense shaking table34
Incorporating dwelling mounds into induced seismic risk analysis for the Groningen gas field in the Netherlands34
Implementation and application of a SHM system for tall buildings in Turkey33
Correction factors for GMMs considering site and topographic effects in South Korea33
Influence of structure on the aseismic stability and dynamic responses of liquefiable soil32
Seismic behaviour of piles in non-liquefiable and liquefiable soil32
Correction to: Macroseismic risk classification of historical constructions: the LEXSIS approach31
Evidence of soil-structure interaction from modular full-scale field experimental tests31
Seismic limit states of the components in reinforced concrete integral abutment bridges31
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 buildings30
Correction to: Numerical simulation of RC frames infilled with RC walls for seismic strengthening of existing structures30
Correction to: New insights into the relationship between seismic intensity measures and nonlinear structural response30
Seismic resilience assessment of low- and medium-rise existing eccentrically braced steel frames in Mexico City30
Seismic analysis method of unreinforced masonry structures subjected to mainshock-aftershock sequences29
Soil-structure interaction effects on the seismic response of a public building in Lefkas, Greece28
Rope mesh as a seismic reinforcement for two-storey adobe buildings28
Optimal design of the seismic retrofitting of reinforced concrete framed structures using BRBs26
Evaluating the efficiency of supplementary rebar system in improving hysteretic damping of self-centering rocking walls26
Effects of support conditions and arrangement of prestressed rocking columns on the displacement of concrete frames under dynamic loads26
Seismic behaviour of cross vaults with different brick pattern26
Damage tracking and evaluation of RC columns with structural performances by using seismic monitoring data26
Dynamic properties of polyurethane from resonant column tests for numerical GSI study26
Simulation of soil liquefaction distribution in downtown Mashiki during 2016 Kumamoto earthquake using nonlinear site response26
Shaking table investigation of a low-cost and sustainable timber-based energy dissipation system with recentering ability25
Analysis of floor-to-column pounding of buildings founded on different soil types25
Influence of accelerometer type on uncertainties in recorded ground motions and seismic damage assessment25
Comparison of earthquake risk for masonry and RC buildings in Barcelona using existing sets of vulnerability functions24
Stochastic-based vulnerability curves for the out-of-plane seismic safety assessment of URM walls24
Structural response prediction of the 2015 E-defense 10-story RC building test using pushover analysis24
Soil-structure interaction assessment combining deconvolution of building and field recordings with polarization analysis: application to the Matera (Italy) experiment23
Experimental investigation using demountable steel-concrete composite reduced web section (RWS) connections under cyclic loads23
Earthquake and structural engineering science for civil protection23
Seismic pounding of adjacent buildings considering torsional effects22
Seismic vulnerability of industrial steel structures with masonry infills using a numerical approach22
SAM-II: development and validation of an EF-based program for seismic pushover analysis of masonry buildings22
The evaluation of target displacement in structural systems using damage-based N2 (DN2) method under far-field ground motions for performance-based design theory22
Benefit of structural access panels (SAP) for post-earthquake structural health monitoring22
Correction: A dynamic p–y model for piles embedded in cohesionless soils21
A ductile seismic design strategy for the cross-aisle direction of racking systems21
Advancing the understanding of earthquake risk in Portugal21
Analytical seismic assessment for reinforced concrete moment frame residential buildings constructed in the Soviet Union Era in Almaty, Kazakhstan21
Regional seismic response assessment using indicator buildings21
A double-strut macro-modelling approach for the in-plane analysis of masonry infilled RC frames with openings21
Bi–axially loaded RC beam–column joints and haunch retrofit21
The evolution of sustainable renovation of existing buildings: from integrated seismic and environmental retrofitting strategies to a life cycle thinking approach21
A note on two alternative probabilistic methods to address parametric uncertainty in magnitude frequency distribution (MFD) logic trees (BEEE-D-22-00704)21
Seismic damage evaluation of historical masonry towers through numerical model21
Methods for evaluating the significance and importance of differences amongst probabilistic seismic hazard results for engineering and risk analyses: a review and insights21
Time-domain acceleration-based pulse characterization of 2023 Kahramanmaraş earthquakes21
Near-epicenter-based partial matching crossover algorithm for estimating the strong-shaking zone of large earthquakes20
New insights into the relationship between seismic intensity measures and nonlinear structural response20
On the role of planning policies in the seismic vulnerability of historic urban areas: evidence from Santiago, Chile20
Developing a machine learning-based rapid visual screening method for seismic assessment of existing buildings on a case study data from the 2015 Gorkha, Nepal earthquake20
Optimal intensity measures for seismic fragility assessment of corrosion-damaged RC bridge piers20
Code-based brittle capacity models for seismic assessment of pre-code RC buildings: comparison and consequences on retrofit20
Experimental cyclic testing of masonry pier-spandrel substructures reinforced with engineered cementitious composites overlay20
Quantification of multi-level residual drift ratios of RC bridge piers based on traffic flow capacity and its application in seismic failure assessment of RC bridge piers with EDBs20
Nonlinear static characterisation of masonry-infilled RC building portfolios accounting for variability of infill properties20
Experimental study of high-strength steel fiber concrete exterior beam-column joints with high-strength steel reinforcements19
Numerical and analytical methods for the design of beam-column sub-assemblies with composite deck slab19
Effect of axial load and shear span on seismic performance of CFT columns reinforced with end-fixed ultra-high strength rebars19
Raising the bar in seismic design: cost–benefit analysis of alternative design methodologies and earthquake-resistant technologies19
On the seismic design and behavior of Automated Rack Supported Warehouses19
Near-source ground motion estimation for assessing the seismic hazard of critical facilities in central Italy19
Estimating annualized earthquake loss for residential buildings in Tehran, Iran19
Systems thinking approach to community buildings resilience considering utility networks, interactions, and access to essential facilities19
Seismic response characteristics and performance improvement of near-fault continuous rigid-frame bridges19
The new seismic hazard model ESHM20 of Europe: Investigating the implications to the seismic design and risk assessment of major industrial facilities across Europe18
Correction to: Shake table testing of a physical model of telecomunication tower18
Experimental study on sand-tire chip mixture foundations acting as a soil liquefaction countermeasure18
Simulation of blind pre-diction and post-diction shaking table tests on a masonry building aggregate using a continuum modelling approach18
Site-specific seismic hazard analyses in the Izmit region (Marmara, Turkey) through passive seismic tests18
Automated image-based generation of finite element models for masonry buildings18
Evaluation on influences of inertial mass on seismic responses and structure-soil interactions of pile-soil-piers17
The recently compiled strong motion databank of Iran17
Seismic behavior of structures equipped with variable friction dissipative (VFD) systems17
A ground motion construction method considering spectrum characteristics as supplement for conditional mean spectrum17
Advanced nonlinear soil-structure interaction model for the seismic analysis of safety-related nuclear structures17
Pullout tests on the connection to an existing foundation of a steel warehouse rebuilt after the 2012 Emilia (Italy) earthquakes17
A comparative study on a complex URM building: part II—issues on modelling and seismic analysis through continuum and discrete-macroelement models17
Post-earthquake damage assessment for RC columns using crack image complexity measures17
Proposed reliable peak component factors for ductile light NSCs subjected to horizontal ground motions17
V-H-Mcapacity of well foundations under gravity and seismic loading17
Evaluation of seismic demands for adjacent irregular buildings with transverse alignment eccentricity17
Effects of seismic input, fine crust and existing structure on liquefaction from centrifuge model tests16
Seismic structural health monitoring to prevent unnecessary economic loss from non-damaging earthquakes in European and Middle Eastern cities16
Quantifying the impact of normalized period on seismic demand model of ductile columns under pulse-like ground motions16
A probabilistic deformation-based seismic hazard model for Iran16
Seismic fragility assessment of high-rise stacks in oil refineries16
Experimental and numerical investigations on vertical dynamic pile-to-pile interactions considering soil and interface nonlinearities16
3D seismic response characteristics of a pile-mat-founded AP1000 nuclear-island building considering nonlinear hysteretic behavior of soil16
Seismic behavior of prefabricated reinforced concrete stair isolated by high damping rubber bearings16
Investigation of seismic response of liquefiable canyon ground considering topography effect16
The H2020 European Project LiqueFACT16
A computationally-effective method for rapidly determining the seismic structural response of high-rise buildings with a limited number of sensors16
An expeditious tool for the vulnerability assessment of masonry structures in post-earthquake reconstruction16
Correction to: Methods for assessing the epistemic uncertainty captured in ground-motion models16
Validation of a practice-oriented floor spectra formulation through actual data from the 2016/2017 Central Italy earthquake15
Direct evaluation method for load-deformation curve of precast prestressed concrete frame with different tendon forces15
An experimental and simulated investigation into the seismic performance of Chuan-dou timber structures with infilled walls15
The influence of the geometrical features on the seismic response of historical churches reinforced by different cross lam roof-solutions15
Characterisation of the rigid diaphragm conditions for cross laminated timber floors15
Genealogy of development and codification of Yugoslavian earthquake resistant design15
Seismic performance of RC frames with different column-to-beam flexural strength ratios under the excitation of pulse-like and non-pulse-like ground motion15
Rapid visual screening methodology for multi-hazard vulnerability assessment of reinforced concrete buildings in hilly region15
Seismic intensity measures for risk assessment of bridges15
Probabilistic parametric analysis of capacity, fragility and expected seismic damage of framed reinforced concrete buildings15
Regional-scale stochastic nonlinear seismic time history analysis of RC frame structures15
Seismic performance and repairability assessment of resilient RAC frame structures employing UHSB in columns15
2-D and 3-D basin site effects in Izmir-Bayrakli during the October 30, 2020 Mw7.0 Samos earthquake15
Experimental study on seismic performance of unreinforced masonry walls retrofitted with low-strength engineered cementitious composites15
Soil liquefaction sites following the February 6, 2023, Kahramanmaraş-Türkiye earthquake sequence15
Evolution of the seismic vulnerability of masonry buildings based on the damage data from L'Aquila 2009 event14
Seismic damage classification for axially-loaded well-detailed reinforced concrete frame members based on compressive strain14
A probabilistic framework to make a decision on the post-earthquake functionality of bridges considering the damage, residual displacement, and aftershock14
A Bayesian-based inspection-monitoring data fusion approach for historical buildings and its post-earthquake application to a monumental masonry palace14
Probabilistic seismic hazard assessment framework for Uganda: a stochastic event-based modelling approach14
A framework for harmonized cross-border seismic risk assessment14
Analysis of interaction between reinforced concrete walls and slabs tested on a shaking table14
Loss of support assessment for precast portal frames with friction connections and masonry infills14
Seismic performance of pre-fabricated segmental bridges with an innovative layered-UHPC connection14
Fragility curves of Italian school buildings: derivation from L’Aquila 2009 earthquake damage via observational and heuristic approaches14
Seismic hazard models for typical urban masonry structures considering optimized regression algorithms14
Damage observations of RC buildings from 2023 Kahramanmaraş earthquake sequence and discussion on the seismic code regulations14
Assessment of the 2015 full-scale ten-story RC test Structure using ASCE/SEI 4113
Digital twin-based life-cycle seismic performance assessment of a long-span cable-stayed bridge13
Mitigating jacket offshore platform vibration under earthquake and ocean waves utilizing tuned inerter damper13
Characterization of local and global capacity criteria for collapse assessment of code-conforming RC buildings13
Seismic and structural health monitoring systems for large dams: theoretical, computational and practical innovations13
Seismic fragility and post-earthquake reparability of concrete encased-and-filled steel tubular bridges columns with debonded high-strength reinforcements13
Infrastructure seismic risk assessment: an overview and integration to contemporary open tool towards global usage13
The nineteenth Mallet–Milne lecture13
Near-source magnitude scaling of spectral accelerations: analysis and update of Kotha et al. (2020) model13
A comparative study on seismic fragility analysis of RC frame structures with consideration of modeling uncertainty under far-field and near-field ground motion excitation13
Effects of near-fault pulse-type ground motions on high-speed railway simply supported bridge and pulse parameter analysis13
Cyclic and monotonic performance of stiffened extended end-plate connections with large-sized bolts and thin end-plates13
Experimental study and numerical simulation of seismic performance of precast segmental bridge piers with tapered sleeve locking-type splicing joints13
Fragility curves for Italian URM buildings based on a hybrid method13
A non-ergodic effective amplitude ground-motion model for California13
Probabilistic assessment of seismic-induced slope displacements: an application in Italy13
Cyclic behavior of RCFT columns with large D/t ratio steel tubes: Effect of reinforcement arrangement13
Seismic response of a non-ductile RC frame building subjected to shake-table excitations13
Earthquake hazard and risk analysis for natural and induced seismicity: towards objective assessments in the face of uncertainty13
Considerations on using MCS and EMS-98 macroseismic scales for the intensity assessment of contemporary Italian earthquakes13
Back analysis for estimating the larger seismic actions applied to an ancient Greek dry stone monument in the last millennium13
Bi-axial shaking table tests to evaluate the seismic performance of two-story rammed-earth walls retrofitted with steel plates13
Physics-based probabilistic seismic hazard analysis: the case of Tehran Basin in Iran12
Multivariable fragility surfaces for earthquake-induced damage assessment of buildings integrating structural features12
Optimum parameters and performance of negative stiffness and inerter based dampers for base-isolated structures12
Cyclic engagement of hysteretic steel dampers in braced buildings: a parametric investigation12
Correction: The performance of transmission pipelines on february 6th, 2023 Kahramanmaras earthquake: a series of case studies12
A risk-targeted approach for the seismic design of bridge piers12
A simplified loss-based procedure for seismic risk mitigation at a territorial scale12
The performance of transmission pipelines on February 6th, 2023 Kahramanmaras earthquake: a series of case studies12
Derivation of seismic fragility curves through mechanical-analytical approaches: the case study of the URM school buildings in Friuli-Venezia Giulia region (Italy)12
Geotechnical assessment of the 2023 Jajarkot Nepal Earthquake using field observations and remote sensing12
Parametric seismic fragility model for elephant-foot buckling in unanchored steel storage tanks12
Analysis of impulsive ground motions from February 2023 Kahramanmaraş earthquake sequence12
A theoretical comparison among macroseismic scales used in Italy12
Shear performance analysis of grouted sleeve connection region in precast assembled columns12
Seismic resilience enhancement of MDOF systems utilizing a hybrid TMD-TLD12
Correction to: CPT-based liquefaction resistance of clean and silty sands: A drainage conditions based approach12
Evaluation of collapse strength ratio for structures subjected to near-fault pulse-like earthquake ground motions12
The eighteenth Mallet-Milne lecture12
Unified force-based design approach for the seismic analysis and design of liquid storage tanks12
Resilience-based performance and design of SMA/sliding bearing isolation system for highway bridges12
Implementing a dense accelerometer network in Veneto (NE Italy): a support for rapid earthquake impact assessment12
Utilizing digital technologies for rapid damage assessment and reconnaissance: the February 6, 2023 Kahramanmaraş-Türkiye earthquakes (Mw 7.7 and Mw 7.6)12
Influence of movable bearings performance on the dynamic characteristics of a cable-stayed bridge : insights from seismic monitoring records12
Geotechnical aspects of reconnaissance findings after 2020 January 24th, M6.8 Sivrice–Elazig–Turkey earthquake12
Towards estimating higher-mode effects on the seismic response of tall-buildings12
Seismic performance assessment of wall-type gravel and rubber drains in liquefaction mitigation of sands12
Calibration of finite element model of bridge with pier retrofitted using Fe-SMA strips12
Lateral behaviour of unreinforced masonry walls with different sizes and locations of opening and effect of strengthening measures: a computational approach12
Experimental study of seismic torsional behavior of reinforced concrete walls12
Correction To: Characterisation of the rigid diaphragm conditions for cross laminated timber floors12
The contribution of source parameter estimations and ground motion simulations in integrating input data for seismic hazard assessment: an application to the volcanic island of Ischia (Italy)12
Correction to: Benchmarking the software packages to model and assess the seismic response of unreinforced masonry existing buildings through nonlinear static analyses12
Correction: Model accuracy for the prediction of unreinforced clay brick masonry shear wall resistance12
The December 9, 2020, Mw 5.5 Kudara earthquake (Middle Baikal, Russia): internet questionnaire hard test and macroseismic data analysis11
Correction to: Application of genetic algorithms for a new approach for seismic building monitoring: integrated measurement systems with physical and virtual sensors11
Seismic resilience of extra-large LNG tank built on liquefiable soil deposit capturing soil-pile-structure interaction11
An improved capacity design procedure incorporating the effect of gap-opening on higher mode responses in rocking wall structures11
In-plane capacity of existing post-WWII beam-and-clay block floor systems11
Effects of dynamic soil-structure interaction on seismic behaviour of high-rise buildings11
Seismic performance evaluation and risk assessment of typical reinforced concrete frame buildings with masonry infill and conventional vertical extension in Nepal11
Correction to: The possible use of equivalent homogeneous subsoil models for 1D seismic response analyses in seismic microzonation studies11
Multi-platform simulation of infilled shear-critical reinforced concrete frames subjected to earthquake excitations11
Hysteretic parameters identification of RC frame structure with Takeda model based on modified CKF method11
Single-path ground motion amplifications during the 2020 Haenam, South Korea, swarm11
The maximum displacement demand of SDOF system based on the Iranian seismic design and seismic evaluation codes: from statistical assessment to modification in the demand-estimating equations11
Modal-based ground motion selection procedure for nonlinear response time history analysis of dual wall-frame structures11
Numerical modeling of the interaction of normal fault and shallow embedded foundation11
Relationships between empirical damage and direct/indirect costs for the assessment of seismic loss scenarios11
Seismic characterization of Iranian strong motion stations in Kermanshah province (Iran) using single-station Rayleigh wave ellipticity inversion of ambient noise measurements11
Comparative nonlinear soil-structure interaction analyses using macro-element and soil-block modelling approaches11
Seismic behaviour of high-rise frame-core tube structures considering dynamic soil–structure interaction11
An empirical seismic vulnerability model11
A wavelet-based approach for truncating pulse-like records11
Structural performance of automated multi-depth shuttle warehouses (AMSWs) under low-to-moderate seismic actions11
Stochastic nonlinear ground response analysis considering existing boreholes locations by the geostatistical method11
Seismic performance validation for RC building structures damaged by Durres earthquake, Mw6.4, 26 November 2019, Albania10
Geological and geotechnical investigation of the seismic ground response characteristics in some urban and suburban sites in Chile exposed to large seismic threats10
Comparison study of time-varying seismic fragility of precast segmental and cast-in-place bridge columns in high-speed railway bridges10
Characterization of the Frictional Behavior of Steel-Polymer Interfaces with Pronounced Stick-Slip Effect for Use in Seismic Isolation10
In-plane and out-of-plane model for retrofitted infill walls in reinforced concrete framed buildings10
Validation of physics-based ground shaking scenarios for empirical fragility studies: the case of the 2009 L’Aquila earthquake10
Design approach of shear strengthened masonry: welded wire meshes, Reticulatus and cementitious plastering methods10
Nonlinear behavior simulation of soil-structure interaction system via real-time hybrid testing10
Response of nonconforming RC shear walls with smooth bars under quasi-static cyclic loading10
Seismic fragility assessment of building-type structures in oil refineries10
Risk-based overall seismic robustness assessment of cold-formed steel structures considering vulnerability and fragility10
Variations in uniform hazard spectra and disaggregated scenarios during earthquake sequences10
Seismic response of a motorway bridge founded in an active landslide: a case study10
A nonlinear macromodel for simulating the in-plane behavior of unreinforced masonry (URM) infilled frames10
Simplified numerical approach for the structural analysis of monumental historical aggregates: the case study of Certosa di Calci10
Performance of seismic steel beam–column moment joints10
The main developments of Seismology and Earthquake Engineering since the early 1700s and the new challenges for a sustainable society10
Empirical models for the nonlinear rocking response of shallow foundations10
Exploratory factor analysis-based method to develop compound intensity measures for predicting potential structural damage of ground motion10
1D reference VS profiles compatible with ground-motion prediction equations developed for Turkey10
A modal conditional mean spectrum for nonlinear structural response time-history analysis of tall buildings to consider higher mode effects9
Seismic evaluation of non-seismically detailed RC buildings in Pakistan: performance and damage accumulation under repeated earthquakes9
In-plane seismic performance of rammed earth walls: an eastern Croatia reconnaissance based study9
Case study for a performance based rapid seismic assessment methodology (PERA2019) based on actual earthquake damages9
Correction: Observed damage and simplified risk assessment of Italian masonry bell towers struck by past seismic events9
Application of an energy-based design procedure in self-centering shear wall systems9
Seismic response of elevated steel tanks equipped with the seesaw system9
Seismic performance of prefabricated wall panels with sliding joints for reinforced concrete frames9
Correction: Structural response prediction of the 2015 E-defense 10-story RC building test using pushover analysis9
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