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 2020-04-01 to 2024-04-01.)
ArticleCitations
Seismic risk assessment of residential buildings in Italy131
Development of a fragility and vulnerability model for global seismic risk analyses102
The heuristic vulnerability model: fragility curves for masonry buildings88
Empirical fragility curves for Italian residential RC buildings82
Empirical fragility curves for Italian URM buildings81
A regionally-adaptable ground-motion model for shallow crustal earthquakes in Europe67
Numerical simulation of the seismic response and soil–structure interaction for a monitored masonry school building damaged by the 2016 Central Italy earthquake65
Two frugal options to assess class fragility and seismic safety for low-rise reinforced concrete school buildings in Southern Italy54
Mechanics-based fragility curves for Italian residential URM buildings53
Towards the updated Italian seismic risk assessment: exposure and vulnerability modelling49
Study on the influence of trains on the seismic response of high-speed railway structure under lateral uncertain earthquakes46
Comparative analysis of the fragility curves for Italian residential masonry and RC buildings46
Investigating the effects of structural pounding on the seismic performance of adjacent RC and steel MRFs45
IRMA platform for the calculation of damages and risks of Italian residential buildings44
Empirical vulnerability curves for Italian mansory buildings: evolution of vulnerability model from the DPM to curves as a function of accelertion42
Multi-level performance-based design optimisation of steel frames with nonlinear viscous dampers42
Analytical-mechanical based framework for seismic overall fragility analysis of existing RC buildings in town compartments41
ANUB-Aggregates: a fully automatic NURBS-based software for advanced local failure analyses of historical masonry aggregates38
Checking the site categorization criteria and amplification factors of the 2021 draft of Eurocode 8 Part 1–137
2015 Nepal earthquake: seismic performance and post-earthquake reconstruction of stone in mud mortar masonry buildings37
Vulnerability prediction model of typical structures considering empirical seismic damage observation data37
Nonlinear modeling of the seismic response of masonry structures: critical review and open issues towards engineering practice36
24 January 2020 Sivrice-Elazığ, Turkey earthquake: geotechnical evaluation and performance of structures34
Numerical investigation of the influence of cross-sectional shape and corrosion damage on failure mechanisms of RC bridge piers under earthquake loading34
A regionally-adaptable “scaled backbone” ground motion logic tree for shallow seismicity in Europe: application to the 2020 European seismic hazard model33
The Mw5.4 Zagreb (Croatia) earthquake of March 22, 2020: impacts and response33
Application of the SP-BELA methodology to RC residential buildings in Italy to produce seismic risk maps for the national risk assessment32
Observations from the 26th November 2019 Albania earthquake: the earthquake engineering field investigation team (EEFIT) mission32
Performance of structures in İzmir after the Samos island earthquake32
Seismic loss and resilience assessment of single-column rocking bridges32
Integrating expected loss and collapse risk in performance-based seismic design of structures32
Relationships between ground motion parameters and macroseismic intensity for Italy31
The Italian approach to seismic microzonation31
Analytical fragility curves for masonry school building portfolios in Nepal30
Seismic fragility assessment of geotechnical seismic isolation (GSI) for bridge configuration30
Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled RC frame structures30
Seismic damage assessment of masonry buildings in Elazığ and Malatya following the 2020 Elazığ-Sivrice earthquake, Turkey29
Seismic vulnerability assessment of masonry buildings in Banja Luka and Sarajevo (Bosnia and Herzegovina) using the macroseismic model29
An advanced intensity measure for residual drift assessment of steel BRB frames29
Selection and spectral matching of recorded ground motions for seismic fragility analyses29
Effects of ground-motion sequences on fragility and vulnerability of case-study reinforced concrete frames29
Numerical study of the seismic performance and damage mitigation of steel–concrete composite rigid-frame bridge subjected to across-fault ground motions28
Effects of size and position of openings on in-plane capacity of unreinforced masonry walls28
Benchmarking the software packages to model and assess the seismic response of unreinforced masonry existing buildings through nonlinear static analyses28
Effects of dynamic soil-structure interaction on seismic behaviour of high-rise buildings28
Effects of various modeling uncertainty parameters on the seismic response and seismic fragility estimates of the aging highway bridges28
Empirical seismic vulnerability assessment model of typical urban buildings27
Full‐scale shake‐table tests on two unreinforced masonry cavity‐wall buildings: effect of an innovative timber retrofit27
A field trial to test the efficiency of induced partial saturation and horizontal drains to mitigate the susceptibility of soils to liquefaction27
Fragility assessment of existing low-rise steel moment-resisting frames with masonry infills under mainshock-aftershock earthquake sequences26
Geological and geotechnical models definition for 3rd level seismic microzonation studies in Central Italy26
Fragility curves for Italian URM buildings based on a hybrid method25
Nonlinear modelling of the seismic response of masonry structures: Calibration strategies25
Integrated economic and environmental building classification and optimal seismic vulnerability/energy efficiency retrofitting25
A new method for earthquake-induced damage identification in historic masonry towers combining OMA and IDA24
Earthquake hazard and risk analysis for natural and induced seismicity: towards objective assessments in the face of uncertainty24
Seismic fragility analysis of URM buildings founded on piles: influence of dynamic soil–structure interaction models24
Seismic intensity measures for risk assessment of bridges24
A procedure for the seismic risk assessment of the cultural heritage23
A comparative study on a complex URM building: part I—sensitivity of the seismic response to different modelling options in the equivalent frame models23
An empirical method for seismic vulnerability assessment of Nepali school buildings23
Resilience-based performance and design of SMA/sliding bearing isolation system for highway bridges23
A novel all-steel buckling restrained brace for seismic drift mitigation of steel frames23
Ground motion models for the new seismic hazard model of Italy (MPS19): selection for active shallow crustal regions and subduction zones23
Assessing community resilience, housing recovery and impact of mitigation strategies at the urban scale: a case study after the 2012 Northern Italy Earthquake23
Experimental investigation of the in-plane cyclic behaviour of calcium silicate brick masonry walls22
Model of seismic design lateral force levels for the existing reinforced concrete European building stock22
Numerical evaluation of the seismic performance of existing reinforced concrete buildings with corroded smooth rebars21
Verification of seismic risk models using observed damages from past earthquake events21
Empirical fragility assessment using conditional GMPE-based ground shaking fields: application to damage data for 2016 Amatrice Earthquake21
Optimum parameters and performance of negative stiffness and inerter based dampers for base-isolated structures21
Running test on high-speed railway track-simply supported girder bridge systems under seismic action21
A liquefaction case study of gently sloping gravelly soil deposits in the near-fault region of the 2008 Mw7.9 Wenchuan earthquake20
Sand-granulated rubber mixture to prevent liquefaction-induced uplift of buried pipes: a shaking table study20
Seismic vulnerability of above-ground storage tanks with unanchored support conditions for Na-tech risks based on Gaussian process regression20
Characteristics of the 2020 Samos earthquake (Aegean Sea) using seismic data20
Indicators for site characterization at seismic station: recommendation from a dedicated survey20
Megazonation of earthquake-induced soil liquefaction hazard in continental Europe19
Empirical fragility curves of engineered steel and RC residential buildings after Mw 7.3 2017 Sarpol-e-zahab earthquake19
Seismic response of a masonry church in Central Italy: the role of interventions on the roof19
Impact of exposure spatial resolution on seismic loss estimates in regional portfolios19
A non-ergodic effective amplitude ground-motion model for California19
In-plane and out-of-plane seismic damage of masonry infills in existing r.c. structures: the case study of De Gasperi-Battaglia school in Norcia19
Vulnerability modellers toolkit, an open-source platform for vulnerability analysis19
Performance evaluation of buckling-restrained braced frames under repeated earthquakes18
R-CRISIS: 35 years of continuous developments and improvements for probabilistic seismic hazard analysis18
Seismic vulnerability assessment of minor Italian urban centres: development of urban fragility curves18
Multi-functional solution model for spectrum compatible ground motion record selection using stochastic harmony search algorithm18
Seismic response of a small-scale masonry groin vault: experimental investigation by performing quasi-static and shake table tests18
A direct displacement-based seismic design method using a MDOF equivalent system: application to R/C framed structures18
Experimental investigation of “dry” jointed precast concrete frame sub-assemblies with steel angle and tube connections18
Hybrid simulation of bridges constructed with concrete-filled steel tube columns subjected to horizontal and vertical ground motions18
The 30 October 2020, M7.0 Samos Island (Eastern Aegean Sea) Earthquake: effects of source rupture, path and local-site conditions on the observed and simulated ground motions18
Nonlinear seismic fragility assessment of tall buildings equipped with tuned mass damper (TMD) and considering soil-structure interaction effects18
Evaluating alternative approaches for the seismic design of structures18
Experimental estimation of energy dissipation in rocking masonry walls restrained by an innovative seismic dissipator (LICORD)18
Dynamic and probabilistic seismic performance assessment of precast prestressed reinforced concrete frames incorporating slab influence through three-dimensional spatial model17
Relationships between empirical damage and direct/indirect costs for the assessment of seismic loss scenarios17
Seismic behaviour of piles in non-liquefiable and liquefiable soil17
A methodological framework to relate the earthquake-induced frequency reduction to structural damage in masonry buildings17
Census-based typological usability fragility curves for Italian unreinforced masonry buildings17
Seismic performance of RC frame buildings accounting for the out-of-plane behavior of masonry infills17
The response of self-centering concrete walls under quasi-static loading17
An extended probabilistic demand model with optimal intensity measures for seismic performance characterization of isolated bridges under coupled horizontal and vertical motions17
Experimental seismic response of a resilient 3-storey post-tensioned timber framed building with dissipative braces16
Nonlinear finite and discrete element simulations of multi-storey masonry walls16
A ground motion logic tree for seismic hazard analysis in the stable cratonic region of Europe: regionalisation, model selection and development of a scaled backbone approach16
Effects of unbonded steel layout on seismic behavior of post-tensioned precast concrete shear walls16
Extensive surface geophysical prospecting for seismic microzonation16
NODE: a large‐scale seismic risk prioritization tool for Italy based on nominal structural performance16
Influence of site effects on the seismic vulnerability of masonry and reinforced concrete buildings in Tuzla (Bosnia and Herzegovina)15
Influence of near-fault ground motion characteristics on the seismic response of cable-stayed bridges15
A comparative study on seismic fragility analysis of RC frame structures with consideration of modeling uncertainty under far-field and near-field ground motion excitation15
Centrifuge and numerical modelling of earthquake-induced soil liquefaction under free-field conditions and by considering soil–structure interaction15
A non-ergodic ground-motion model of Fourier amplitude spectra for France15
Tuned-mass-damper-inerter optimal design and performance assessment for multi-storey hysteretic buildings under seismic excitation15
Computer vision-based automated stiffness loss estimation for seismically damaged non-ductile reinforced concrete moment frames15
A benchmark 1 g shaking table test of shallow segmental mini-tunnel in sand15
Semi-empirical relationships to assess the seismic performance of slopes from an updated version of the Italian seismic database15
Activation control extension of a design method of fluid viscous dissipative bracing systems14
Liquefaction and reliquefaction resistance of saturated sand deposits treated with sand compaction piles14
Spatial correlation of broadband earthquake ground motion in Norcia (Central Italy) from physics-based simulations14
Cyclic response and modelling of special moment resisting beams exhibiting fixed-end rotation14
An empirical seismic vulnerability model14
Spatial variability of the urban ground motion in a highly heterogeneous site-city configurations14
In-plane lateral cyclic behaviour of lime-mortar and clay-brick masonry walls in dry and wet conditions14
The influence of source- and ground-motion model choices on probabilistic seismic hazard levels at 6 sites in France14
Seismic reliability analysis of steel moment-resisting frames retrofitted by vertical link elements using combined series–parallel system approach14
Event-based assessment of seismic resilience in Mexican school buildings14
Characterization of local and global capacity criteria for collapse assessment of code-conforming RC buildings14
Seismic risk and loss estimation for the building stock in Isfahan. Part I: exposure and vulnerability14
A seismic risk classification framework for non-structural elements14
Damage assessment in single-nave churches and analysis of the most recurring mechanisms after the 2016–2017 central Italy earthquakes14
Fragility based evaluation of different code based assessment approaches for the performance estimation of existing buildings14
Seismic risk and loss estimation for the building stock in Isfahan: part II—hazard analysis and risk assessment14
Seismic capacity and vulnerability assessment considering ageing effects: case study—three local Portuguese RC buildings14
Seismic fragility assessment and maintenance management on regional bridges using bayesian multi-parameter estimation13
Magnetic damped links to reduce internal seismic pounding in base-isolated buildings13
Seismic design of RC moment-resisting frames with concrete block infill walls considering local infill-frame interactions13
Locating the rocking section in self-centering bi-rocking walls to achieve the best seismic performance13
Reconnaissance and learning after the February 6, 2018, earthquake in Hualien, Taiwan13
Seismic demand model class uncertainty in seismic loss analysis for a code-designed URM infilled RC frame building13
Cyclic and monotonic performance of stiffened extended end-plate connections with large-sized bolts and thin end-plates13
Evolution of the seismic vulnerability of masonry buildings based on the damage data from L'Aquila 2009 event13
Axial response of rectangular RC prisms representing the boundary elements of ductile concrete walls13
Probabilistic assessment of SMRFs with infill masonry walls incorporating nonlinear soil-structure interaction13
Analytical design models for geotechnical seismic isolation systems13
Random field model of sequential ground motions13
The December 9, 2020, Mw 5.5 Kudara earthquake (Middle Baikal, Russia): internet questionnaire hard test and macroseismic data analysis13
Dynamic properties of polyurethane from resonant column tests for numerical GSI study13
Empirical seismic vulnerability analysis of infrastructure systems in Nepal13
Generative adversarial networks review in earthquake-related engineering fields13
Post-earthquake damage classification and assessment: case study of the residential buildings after the Mw = 5 earthquake in Mila city, Northeast Algeria on August 7, 202013
Cyclic engagement of hysteretic steel dampers in braced buildings: a parametric investigation13
The Polito Surface Wave flat-file Database (PSWD): statistical properties of test results and some inter-method comparisons12
Evolutionary numerical model for cultural heritage structures via genetic algorithms: a case study in central Italy12
Track structural damage index for high-speed railway girder bridges considering residual deformations due to earthquake12
Modelling the seismic response of a 2-storey URM benchmark case study: comparison among different equivalent frame models12
FOSID: a fractional order spectrum intensity for probabilistic seismic demand modeling of extended pile-shaft-supported highway bridges under liquefaction and transverse spreading12
On the reliability of the equivalent frame models: the case study of the permanently monitored Pizzoli’s town hall12
Seismic collapse assessment of new European single-story RC precast buildings with weak connections12
Analytical investigation of the seismic response of elastic oscillators placed on the top of rocking storey12
Nonlinear static characterisation of masonry-infilled RC building portfolios accounting for variability of infill properties12
Seismic behaviour of cross vaults with different brick pattern12
Out-of-plane reinforcement of masonry walls using joint-embedded steel cables12
Field testing of gravel-rubber mixtures as geotechnical seismic isolation12
The value of seismic structural health monitoring for post-earthquake building evacuation12
Seismic collapse risk of reinforced concrete hillside buildings in Indian Himalayan belt12
Wave-passage effects on seismic responses of pile–soil–cable-stayed bridge model under longitudinal non-uniform excitation: shaking table tests and numerical simulations12
Regional based exposure models to account for local building typologies12
Revisiting flexural overstrength in RC beam-and-slab floor systems for seismic design and evaluation12
Evaluation of the seismic performance factors for steel diagrid structural systems using FEMA P-695 and ATC-19 procedures12
New insights into the relationship between seismic intensity measures and nonlinear structural response12
Overview and introduction to development of non-ergodic earthquake ground-motion models12
Seismic behavior of RC moment resisting structures with concrete shear wall under mainshock–aftershock seismic sequences12
Disaggregation of probabilistic seismic hazard and construction of conditional spectrum for China12
Seismic behavior of precast reinforced concrete column-to-foundation grouted duct connections12
Vulnerability assessment of historical building aggregates in Zagreb: implementation of a macroseismic approach12
Modelling the nonlinear static response of a 2-storey URM benchmark case study: comparison among different modelling strategies using two- and three-dimensional elements12
Empirical predictive model for seismic damage of historical churches12
A probabilistic seismic hazard assessment for Wylfa Newydd, a new nuclear site in the United Kingdom12
Nonlinear dynamic response of stone masonry minarets under harmonic excitation12
Simulation of the strong ground motion for the 20 July 2017 (Mw. 6.6) Bodrum–Kos earthquake12
Tension-only ideal dissipative bracing for the seismic retrofit of precast industrial buildings11
A regionally adaptable ground-motion model for fourier amplitude spectra of shallow crustal earthquakes in Europe11
Assessing the soil-structure interaction effects by direct method on the out-of-plane behavior of masonry structures (case study: Arge-Tabriz)11
Latest findings on the behaviour factor q for the seismic design of URM buildings11
Accounting for directivity-induced pulse-like ground motions in building portfolio loss assessment11
Simulation of non-stationary stochastic ground motions based on recent Italian earthquakes11
Multiscale procedure to assign structural damage levels in masonry buildings from observed or numerically simulated seismic performance11
Developing GIS-based earthquake loss model: a case study of Baqiao District, China11
Mitigating jacket offshore platform vibration under earthquake and ocean waves utilizing tuned inerter damper11
Performance-based damage evaluation of hybrid joints11
Experimental and numerical assessment of suspended ceiling joints11
A discrete-cracking numerical model for the in-plane behavior of FRCM strengthened masonry panels11
A displacement-based seismic design method for building structures with nonlinear viscoelastic dampers11
A parametric study on out-of-plane instability of doubly reinforced structural walls. Part I: FEM predictions11
Seismic response mitigation of a wind turbine via inerter-based structural control11
Comparative assessment of finite element macro-modelling approaches for seismic analysis of non-engineered masonry constructions11
Seismic resilience evaluation of base-isolated RC buildings using a loss-recovery approach11
Seismic performance of RC frames with different column-to-beam flexural strength ratios under the excitation of pulse-like and non-pulse-like ground motion11
Seismic vulnerability of historic brick masonry buildings in Vienna11
An online platform for bridge-specific fragility analysis of as-built and retrofitted bridges11
Quality assessment for site characterization at seismic stations11
Optimization of relative-span ratio in rocking steel braced dual-frames11
Regional seismic damage analysis considering soil–structure cluster interaction using lumped parameter models: a case study of Sichuan University Wangjiang Campus buildings11
Shaking table test for externally-hung self-centering rocking wall structure11
Seismic vulnerability of existing precast buildings with frictional beam-to-column connections, including treatment of epistemic uncertainty11
Fragility curves of non-ductile RC frame buildings on saturated soils including liquefaction effects and soil–structure interaction11
Influence of ground motion type on nonlinear seismic behaviour and fragility of corrosion-damaged reinforced concrete bridge piers10
Rope mesh as a seismic reinforcement for two-storey adobe buildings10
Numerical modeling to predict seismic performance of the post-tensioned self-centering concrete shear walls10
Seismic response of low-rise buildings with eco-rubber geotechnical seismic isolation (ERGSI) foundation system: numerical investigation10
Classification and seismic fragility assessment of confined masonry school buildings10
Dynamic soil-structure interaction between retaining walls, retaining soil and retained structures10
In situ characterization of nonlinear soil behavior of vertical ground motion using KiK-net data10
Improvement of seismic performance of precast frames with cladding panels fastened by energy dissipative steel cushions10
Performance-based seismic design of multi-story CBFs equipped with SMA-friction damping braces10
Reconnaissance analysis on buildings damaged during Durres earthquake Mw6.4, 26 November 2019, Albania: effects to non-structural elements10
Estimation of MCS intensity for Italy from high quality accelerometric data, using GMICEs and Gaussian Naïve Bayes Classifiers10
Probabilistic assessment of seismic-induced slope displacements: an application in Italy10
Field survey of the 30 October 2020 Samos (Aegean Sea) tsunami in the Greek islands10
Field reconnaissance on seismic performance and functionality of Turkish industrial facilities affected by the 2023 Kahramanmaras earthquake sequence10
Large-scale seismic risk assessment integrating nonlinear soil behavior and soil–structure interaction effects10
Amplification features and observed damages in İzmir (Turkey) due to 2020 Samos (Aegean Sea) earthquake: identifying basin effects and design requirements10
Reducing uncertainty in seismic assessment of multiple masonry buildings based on monitored demolitions10
Enhance seismic performance of self-centering concentrically braced frames by using hybrid systems10
Integrated approach between seismic resilience and vulnerability indexes with regularity index for vertical irregularity planar frames risk assessment10
Displacement-based assessment of the Gazi Hasan Pasha mosque in Kos island (GR) under the 2017 M6.6 earthquake and Eurocode 8, with proposals for upgrading10
Displacement-based assessment of typical Italian RC bridges10
Damage tracking and evaluation of RC columns with structural performances by using seismic monitoring data10
Seismic collapse fragility of low-rise steel moment frames with mass irregularity based on shaking table test10
The effect of rupture directivity, distance and skew angle on the collapse fragilities of bridges10
A component-level methodology to evaluate the seismic repair costs of infills and services for Italian RC buildings10
Critical evaluation of the customisation process of the UNDRR disaster resilience scorecard for cities to earthquake-induced soil liquefaction disaster events10
Implications of inter-storey-isolation (ISI) on seismic fragility, loss and resilience of buildings subjected to near fault ground motions10
Vertical seismic protection of structures with inerter-based negative stiffness absorbers10
Resilience-based seismic design optimization of highway RC bridges by response surface method and improved non-dominated sorting genetic algorithm10
Compliance-based estimation of seismic collapse risk of an existing reinforced concrete frame building10
Toward confident regional seismic risk assessment of spatially distributed structural portfolios via entropy-based intensity measure selection9
Quantifying the impact of normalized period on seismic demand model of ductile columns under pulse-like ground motions9
On the use of duration in random vibration theory (RVT) based ground motion prediction: a comparative study9
In-plane capacity of existing post-WWII beam-and-clay block floor systems9
A comparative study on a complex URM building: part II—issues on modelling and seismic analysis through continuum and discrete-macroelement models9
Seismic fragility analysis of LNG sub-plant accounting for component dynamic interaction9
A simplified vulnerability model for the extensive liquefaction risk assessment of buildings9
Emergency response, intervention, and societal recovery in Greece and Turkey after the 30th October 2020, MW = 7.0, Samos (Aegean Sea) earthquake9
Lessons for loss assessment from the Canterbury earthquakes: a 22-storey building9
Near-source magnitude scaling of spectral accelerations: analysis and update of Kotha et al. (2020) model9
Technical guidelines for the assessment of earthquake induced liquefaction hazard at urban scale9
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