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 2020-11-01 to 2024-11-01.)
ArticleCitations
Seismic risk assessment of residential buildings in Italy151
The heuristic vulnerability model: fragility curves for masonry buildings95
Empirical fragility curves for Italian residential RC buildings89
Numerical simulation of the seismic response and soil–structure interaction for a monitored masonry school building damaged by the 2016 Central Italy earthquake69
Two frugal options to assess class fragility and seismic safety for low-rise reinforced concrete school buildings in Southern Italy62
Towards the updated Italian seismic risk assessment: exposure and vulnerability modelling58
Comparative analysis of the fragility curves for Italian residential masonry and RC buildings54
Analytical-mechanical based framework for seismic overall fragility analysis of existing RC buildings in town compartments50
Multi-level performance-based design optimisation of steel frames with nonlinear viscous dampers50
Study on the influence of trains on the seismic response of high-speed railway structure under lateral uncertain earthquakes50
Investigating the effects of structural pounding on the seismic performance of adjacent RC and steel MRFs49
24 January 2020 Sivrice-Elazığ, Turkey earthquake: geotechnical evaluation and performance of structures46
Checking the site categorization criteria and amplification factors of the 2021 draft of Eurocode 8 Part 1–145
Performance of structures in İzmir after the Samos island earthquake42
Effects of dynamic soil-structure interaction on seismic behaviour of high-rise buildings42
The Mw5.4 Zagreb (Croatia) earthquake of March 22, 2020: impacts and response42
Nonlinear modeling of the seismic response of masonry structures: critical review and open issues towards engineering practice41
Integrating expected loss and collapse risk in performance-based seismic design of structures39
Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled RC frame structures39
Vulnerability prediction model of typical structures considering empirical seismic damage observation data39
Empirical seismic vulnerability assessment model of typical urban buildings37
Selection and spectral matching of recorded ground motions for seismic fragility analyses37
Observations from the 26th November 2019 Albania earthquake: the earthquake engineering field investigation team (EEFIT) mission36
Earthquake hazard and risk analysis for natural and induced seismicity: towards objective assessments in the face of uncertainty35
Analytical fragility curves for masonry school building portfolios in Nepal34
Effects of ground-motion sequences on fragility and vulnerability of case-study reinforced concrete frames34
Model of seismic design lateral force levels for the existing reinforced concrete European building stock33
Seismic damage assessment of masonry buildings in Elazığ and Malatya following the 2020 Elazığ-Sivrice earthquake, Turkey33
Full‐scale shake‐table tests on two unreinforced masonry cavity‐wall buildings: effect of an innovative timber retrofit32
Fragility assessment of existing low-rise steel moment-resisting frames with masonry infills under mainshock-aftershock earthquake sequences32
An advanced intensity measure for residual drift assessment of steel BRB frames31
Benchmarking the software packages to model and assess the seismic response of unreinforced masonry existing buildings through nonlinear static analyses31
Integrated economic and environmental building classification and optimal seismic vulnerability/energy efficiency retrofitting31
Seismic fragility assessment of geotechnical seismic isolation (GSI) for bridge configuration31
Damage observations of RC buildings from 2023 Kahramanmaraş earthquake sequence and discussion on the seismic code regulations30
Fragility curves for Italian URM buildings based on a hybrid method29
Optimum parameters and performance of negative stiffness and inerter based dampers for base-isolated structures28
Seismic intensity measures for risk assessment of bridges28
Impact of exposure spatial resolution on seismic loss estimates in regional portfolios28
A new method for earthquake-induced damage identification in historic masonry towers combining OMA and IDA27
Sand-granulated rubber mixture to prevent liquefaction-induced uplift of buried pipes: a shaking table study27
A novel all-steel buckling restrained brace for seismic drift mitigation of steel frames26
Nonlinear modelling of the seismic response of masonry structures: Calibration strategies26
Characteristics of the 2020 Samos earthquake (Aegean Sea) using seismic data25
Resilience-based performance and design of SMA/sliding bearing isolation system for highway bridges25
Overview and introduction to development of non-ergodic earthquake ground-motion models25
Running test on high-speed railway track-simply supported girder bridge systems under seismic action25
Field reconnaissance on seismic performance and functionality of Turkish industrial facilities affected by the 2023 Kahramanmaras earthquake sequence24
Verification of seismic risk models using observed damages from past earthquake events24
A procedure for the seismic risk assessment of the cultural heritage24
Seismic resilience of bridges isolated with traditional and geotechnical seismic isolation (GSI)24
A comparative study on a complex URM building: part I—sensitivity of the seismic response to different modelling options in the equivalent frame models24
Indicators for site characterization at seismic station: recommendation from a dedicated survey24
Multi-functional solution model for spectrum compatible ground motion record selection using stochastic harmony search algorithm23
Nonlinear seismic fragility assessment of tall buildings equipped with tuned mass damper (TMD) and considering soil-structure interaction effects23
Empirical fragility curves of engineered steel and RC residential buildings after Mw 7.3 2017 Sarpol-e-zahab earthquake23
Seismic behaviour of piles in non-liquefiable and liquefiable soil23
Tuned-mass-damper-inerter optimal design and performance assessment for multi-storey hysteretic buildings under seismic excitation23
R-CRISIS: 35 years of continuous developments and improvements for probabilistic seismic hazard analysis22
A non-ergodic effective amplitude ground-motion model for California22
Dynamic and probabilistic seismic performance assessment of precast prestressed reinforced concrete frames incorporating slab influence through three-dimensional spatial model21
Seismic response of a small-scale masonry groin vault: experimental investigation by performing quasi-static and shake table tests21
Seismic vulnerability assessment of minor Italian urban centres: development of urban fragility curves21
A methodological framework to relate the earthquake-induced frequency reduction to structural damage in masonry buildings21
The response of self-centering concrete walls under quasi-static loading20
Megazonation of earthquake-induced soil liquefaction hazard in continental Europe20
A comparative study on seismic fragility analysis of RC frame structures with consideration of modeling uncertainty under far-field and near-field ground motion excitation20
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 motions20
Seismic response of a masonry church in Central Italy: the role of interventions on the roof20
A non-ergodic ground-motion model of Fourier amplitude spectra for France19
Vulnerability modellers toolkit, an open-source platform for vulnerability analysis19
Modelling site response at regional scale for the 2020 European Seismic Risk Model (ESRM20)19
Fragility based evaluation of different code based assessment approaches for the performance estimation of existing buildings19
Analytical design models for geotechnical seismic isolation systems19
An extended probabilistic demand model with optimal intensity measures for seismic performance characterization of isolated bridges under coupled horizontal and vertical motions19
Generative adversarial networks review in earthquake-related engineering fields18
Seismic risk and loss estimation for the building stock in Isfahan: part II—hazard analysis and risk assessment18
Evolution of the seismic vulnerability of masonry buildings based on the damage data from L'Aquila 2009 event18
Track structural damage index for high-speed railway girder bridges considering residual deformations due to earthquake18
NODE: a large‐scale seismic risk prioritization tool for Italy based on nominal structural performance18
Evolutionary numerical model for cultural heritage structures via genetic algorithms: a case study in central Italy18
Experimental estimation of energy dissipation in rocking masonry walls restrained by an innovative seismic dissipator (LICORD)18
Census-based typological usability fragility curves for Italian unreinforced masonry buildings18
Relationships between empirical damage and direct/indirect costs for the assessment of seismic loss scenarios17
Locating the rocking section in self-centering bi-rocking walls to achieve the best seismic performance17
Nonlinear static characterisation of masonry-infilled RC building portfolios accounting for variability of infill properties17
Seismic response of low-rise buildings with eco-rubber geotechnical seismic isolation (ERGSI) foundation system: numerical investigation17
Nonlinear finite and discrete element simulations of multi-storey masonry walls17
Liquefaction and reliquefaction resistance of saturated sand deposits treated with sand compaction piles17
Probabilistic assessment of SMRFs with infill masonry walls incorporating nonlinear soil-structure interaction17
Empirical seismic vulnerability analysis of infrastructure systems in Nepal16
Influence of site effects on the seismic vulnerability of masonry and reinforced concrete buildings in Tuzla (Bosnia and Herzegovina)16
A displacement-based seismic design method for building structures with nonlinear viscoelastic dampers16
An empirical seismic vulnerability model16
Integrated approach between seismic resilience and vulnerability indexes with regularity index for vertical irregularity planar frames risk assessment16
New insights into the relationship between seismic intensity measures and nonlinear structural response16
Seismic fragility curves for the Italian RC residential buildings based on non-linear dynamic analyses16
Computer vision-based automated stiffness loss estimation for seismically damaged non-ductile reinforced concrete moment frames16
Seismic behavior of RC moment resisting structures with concrete shear wall under mainshock–aftershock seismic sequences16
Destructive impact of successive high magnitude earthquakes occurred in Türkiye’s Kahramanmaraş on February 6, 202316
Cyclic engagement of hysteretic steel dampers in braced buildings: a parametric investigation16
In-plane lateral cyclic behaviour of lime-mortar and clay-brick masonry walls in dry and wet conditions16
Seismic risk and loss estimation for the building stock in Isfahan. Part I: exposure and vulnerability16
Seismic behavior of precast reinforced concrete column-to-foundation grouted duct connections16
The December 9, 2020, Mw 5.5 Kudara earthquake (Middle Baikal, Russia): internet questionnaire hard test and macroseismic data analysis16
Seismic demand model class uncertainty in seismic loss analysis for a code-designed URM infilled RC frame building16
Characterization of local and global capacity criteria for collapse assessment of code-conforming RC buildings16
A numerical procedure to estimate seismic fragility of cylindrical ground-supported steel silos containing granular-like material15
Seismic vulnerability assessment and fragility analysis of pre-code masonry buildings in Portugal15
Seismic and structural health monitoring systems for large dams: theoretical, computational and practical innovations15
Seismic fragility analysis of transmission towers considering effects of soil-structure interaction and depth-varying ground motion inputs15
Vulnerability assessment of historical building aggregates in Zagreb: implementation of a macroseismic approach15
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, 202015
Seismic reliability analysis of steel moment-resisting frames retrofitted by vertical link elements using combined series–parallel system approach15
Analytical investigation of the seismic response of elastic oscillators placed on the top of rocking storey15
Dynamic properties of polyurethane from resonant column tests for numerical GSI study15
A seismic risk classification framework for non-structural elements15
The Polito Surface Wave flat-file Database (PSWD): statistical properties of test results and some inter-method comparisons15
Seismic collapse risk of reinforced concrete hillside buildings in Indian Himalayan belt15
Simulation of non-stationary stochastic ground motions based on recent Italian earthquakes15
Near-source magnitude scaling of spectral accelerations: analysis and update of Kotha et al. (2020) model15
An online platform for bridge-specific fragility analysis of as-built and retrofitted bridges15
Spatial correlation of broadband earthquake ground motion in Norcia (Central Italy) from physics-based simulations15
Damage assessment in single-nave churches and analysis of the most recurring mechanisms after the 2016–2017 central Italy earthquakes15
Seismic collapse fragility of low-rise steel moment frames with mass irregularity based on shaking table test14
FOSID: a fractional order spectrum intensity for probabilistic seismic demand modeling of extended pile-shaft-supported highway bridges under liquefaction and transverse spreading14
Reconnaissance of 2020 M 7.0 Samos Island (Aegean Sea) earthquake14
Cyclic and monotonic performance of stiffened extended end-plate connections with large-sized bolts and thin end-plates14
A regionally adaptable ground-motion model for fourier amplitude spectra of shallow crustal earthquakes in Europe14
Regional based exposure models to account for local building typologies14
Emergency response, intervention, and societal recovery in Greece and Turkey after the 30th October 2020, MW = 7.0, Samos (Aegean Sea) earthquake14
Developing GIS-based earthquake loss model: a case study of Baqiao District, China14
Macro-characteristics and taxonomy of steel racking systems for seismic vulnerability assessment14
On the reliability of the equivalent frame models: the case study of the permanently monitored Pizzoli’s town hall14
Seismic vulnerability of existing precast buildings with frictional beam-to-column connections, including treatment of epistemic uncertainty14
Influence of ground motion type on nonlinear seismic behaviour and fragility of corrosion-damaged reinforced concrete bridge piers14
Seismic loss assessment for regional building portfolios considering empirical seismic vulnerability functions13
Modelling the nonlinear static response of a 2-storey URM benchmark case study: comparison among different modelling strategies using two- and three-dimensional elements13
Rope mesh as a seismic reinforcement for two-storey adobe buildings13
Mitigating jacket offshore platform vibration under earthquake and ocean waves utilizing tuned inerter damper13
Field survey of the 30 October 2020 Samos (Aegean Sea) tsunami in the Greek islands13
Tension-only ideal dissipative bracing for the seismic retrofit of precast industrial buildings13
Field testing of gravel-rubber mixtures as geotechnical seismic isolation13
The Samos Island (Aegean Sea) M7.0 earthquake: analysis and engineering implications of strong motion data13
Regional seismic damage analysis considering soil–structure cluster interaction using lumped parameter models: a case study of Sichuan University Wangjiang Campus buildings13
Seismic performance of RC frames with different column-to-beam flexural strength ratios under the excitation of pulse-like and non-pulse-like ground motion13
A mechanical-based seismic vulnerability assessment method with an application to masonry structures in Cosenza (Italy)13
Seismic fragility assessment and maintenance management on regional bridges using bayesian multi-parameter estimation13
The value of seismic structural health monitoring for post-earthquake building evacuation13
Updated empirical vulnerability model considering the seismic damage of typical structures13
The 2020 national seismic hazard model for the United Kingdom13
Comparative assessment of finite element macro-modelling approaches for seismic analysis of non-engineered masonry constructions13
Rapid assessment method to assess vulnerability of structures using vulnerability index and disaster matrix13
Seismic behaviour of cross vaults with different brick pattern13
Probabilistic assessment of seismic-induced slope displacements: an application in Italy13
Optimal design and assessment of tuned mass damper inerter with nonlinear viscous damper in seismically excited multi-storey buildings13
Vertical seismic protection of structures with inerter-based negative stiffness absorbers13
Reducing uncertainty in seismic assessment of multiple masonry buildings based on monitored demolitions13
Disaggregation of probabilistic seismic hazard and construction of conditional spectrum for China12
Quality assessment for site characterization at seismic stations12
Amplification features and observed damages in İzmir (Turkey) due to 2020 Samos (Aegean Sea) earthquake: identifying basin effects and design requirements12
Dynamic soil-structure interaction between retaining walls, retaining soil and retained structures12
Multiscale procedure to assign structural damage levels in masonry buildings from observed or numerically simulated seismic performance12
Post-earthquake damage assessment for RC columns using crack image complexity measures12
Design and evaluation of 5G-based architecture supporting data-driven digital twins updating and matching in seismic monitoring12
Modelling the seismic response of a 2-storey URM benchmark case study: comparison among different equivalent frame models12
Large-scale seismic risk assessment integrating nonlinear soil behavior and soil–structure interaction effects12
The influence of trains on the seismic response of simply-supported beam bridges with different pier heights expressed through an impact factor12
Seismic response mitigation of a wind turbine via inerter-based structural control12
Shake table testing of a half-scale stone masonry building aggregate12
Considerations on using MCS and EMS-98 macroseismic scales for the intensity assessment of contemporary Italian earthquakes12
Numerical modeling to predict seismic performance of the post-tensioned self-centering concrete shear walls12
Experimental and numerical assessment of suspended ceiling joints12
Critical evaluation of the customisation process of the UNDRR disaster resilience scorecard for cities to earthquake-induced soil liquefaction disaster events12
Seismic site–city interaction analysis of super-tall buildings surrounding an underground station: a case study in Hong Kong12
Latest findings on the behaviour factor q for the seismic design of URM buildings12
Shaking table test for externally-hung self-centering rocking wall structure12
Seismic fragility functions for Portuguese RC precast buildings12
Fragility curves of non-ductile RC frame buildings on saturated soils including liquefaction effects and soil–structure interaction12
Experimental shake table validation of damping behaviour in inerter-based dampers12
Multi-objective optimal design and seismic assessment of an inerter-based hybrid control system for storage tanks11
Implications of inter-storey-isolation (ISI) on seismic fragility, loss and resilience of buildings subjected to near fault ground motions11
Resilience-based seismic design optimization of highway RC bridges by response surface method and improved non-dominated sorting genetic algorithm11
Improvement of seismic performance of precast frames with cladding panels fastened by energy dissipative steel cushions11
An improved rapid visual screening method for seismic vulnerability assessment of reinforced concrete buildings in Indian Himalayan region11
Seismic behaviour of high-rise frame-core tube structures considering dynamic soil–structure interaction11
Quantifying the impact of normalized period on seismic demand model of ductile columns under pulse-like ground motions11
Response of soil–pile–superstructure–quay wall system to lateral displacement under horizontal and vertical earthquake excitations11
The effect of rupture directivity, distance and skew angle on the collapse fragilities of bridges11
A novel data-driven force–displacement macro-model for nonlinear analysis of infilled frames: development, validation and reliability comparison11
Optimization of relative-span ratio in rocking steel braced dual-frames11
Peak drift ratio estimation for unreinforced masonry walls using visual features of damage11
Structural change detection applying long-term seismic interferometry by deconvolution method to a modern civil engineering structure (New Zealand)11
Fast simulation of railway bridge dynamics accounting for soil–structure interaction11
Micro-seismic hazard assessment of Ahmedabad city, Gujarat (Western India) through near-surface characterization/soil modeling11
The influence of torsion on acceleration demands in low-rise RC buildings11
The role of site effects on elevated seismic demands and corollary structural damage during the October 30, 2020, M7.0 Samos Island (Aegean Sea) Earthquake11
A discrete-cracking numerical model for the in-plane behavior of FRCM strengthened masonry panels11
Record-to-record variability and code-compatible seismic safety-checking with limited number of records11
Urban seismic scenario-based risk analysis using empirical fragility curves for Kerend-e-gharb after Mw 7.3, 2017 Iran earthquake11
Overturning of the façade in single-nave churches under seismic loading11
Compliance-based estimation of seismic collapse risk of an existing reinforced concrete frame building11
Liquefaction potential for the Kathmandu Valley, Nepal: a sensitivity study11
Seismic vulnerability of historic brick masonry buildings in Vienna11
Seismic response of mid-rise steel MRFs: the role of geometrical irregularity, frequency components of near-fault records, and soil-structure interaction11
Residential building stock in Serbia: classification and vulnerability for seismic risk studies10
Classification and seismic fragility assessment of confined masonry school buildings10
Risk-targeted hazard maps for Spain10
Probabilistic formulation for the q-factor of piles with damping pre-hole10
Seismic microzonation of Sarpol-e-zahab after Mw 7.3 2017 Iran earthquake: 1D-equivalent linear approach10
In-plane capacity of existing post-WWII beam-and-clay block floor systems10
Performance-based seismic design of multi-story CBFs equipped with SMA-friction damping braces10
Damage tracking and evaluation of RC columns with structural performances by using seismic monitoring data10
ECLiq: European interactive catalogue of earthquake-induced soil liquefaction phenomena10
Probabilistic seismic demand and fragility analysis of a novel mid-rise large-span cassette structure10
Equivalent frame discretisation for URM façades with irregular opening layouts10
Shear strength model for RC joints, consistent with the shear design rules for prismatic members in the second-generation Eurocodes10
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
Validation of physics-based ground shaking scenarios for empirical fragility studies: the case of the 2009 L’Aquila earthquake10
Digital twin-based life-cycle seismic performance assessment of a long-span cable-stayed bridge10
Lessons for loss assessment from the Canterbury earthquakes: a 22-storey building10
Response of reinforced mortar-less interlocking brick wall under seismic loading10
Required time gap between mainshock and aftershock for dynamic analysis of structures10
An updated probabilistic seismic hazard assessment (PSHA) for Pakistan10
On the combined effect of topographic irregularities and wave passage on the spatial variation of seismic ground motion10
Fragility functions for local failure mechanisms in unreinforced masonry buildings: a typological study in Ferrara, Italy10
Estimation of MCS intensity for Italy from high quality accelerometric data, using GMICEs and Gaussian Naïve Bayes Classifiers10
Reconnaissance analysis on buildings damaged during Durres earthquake Mw6.4, 26 November 2019, Albania: effects to non-structural elements10
Experimental study on sand-tire chip mixture foundations acting as a soil liquefaction countermeasure10
A comparative study on a complex URM building: part II—issues on modelling and seismic analysis through continuum and discrete-macroelement models9
Energy-based seismic design for self-centering concrete frames9
Epistemic uncertainty of probabilistic building exposure compositions in scenario-based earthquake loss models9
Numerical modeling of the interaction of normal fault and shallow embedded foundation9
Soil liquefaction sites following the February 6, 2023, Kahramanmaraş-Türkiye earthquake sequence9
Seismic behavior of structures equipped with variable friction dissipative (VFD) systems9
Natural period and vertical distribution of base shear in confined masonry buildings using ambient vibration test9
Seismic hazard models for typical urban masonry structures considering optimized regression algorithms9
Effects of physical modeling boundary conditions on the responses of 3 × 3 pile groups to liquefaction induced lateral spreading9
Damage accumulation modelling of two reinforced concrete buildings under seismic sequences9
Liquefied sites of the 2012 Emilia earthquake: a comprehensive database of the geological and geotechnical features (Quaternary alluvial Po plain, Italy)9
Comparative analysis on macroscale material models for the prediction of masonry in-plane behavior9
Effects of near-fault pulse-type ground motions on high-speed railway simply supported bridge and pulse parameter analysis9
Fragility curves of Italian school buildings: derivation from L’Aquila 2009 earthquake damage via observational and heuristic approaches9
Evidence of soil-structure interaction from modular full-scale field experimental tests9
Influence of time-dependent seismic hazard on structural design9
Calculating earthquake damage building by building: the case of the city of Cologne, Germany9
Performance-based assessment of slender reinforced concrete columns typical of precast industrial buildings9
Predicting approximate seismic responses in multistory buildings from real-time earthquake source information, for earthquake early warning applications9
Seismic behavior of prefabricated reinforced concrete stair isolated by high damping rubber bearings9
On the use of duration in random vibration theory (RVT) based ground motion prediction: a comparative study9
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