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 2021-03-01 to 2025-03-01.)
ArticleCitations
A Multi Pier Macro MPM method for the seismic analysis of steel moment frames105
Enhancing displacement coefficient method for multi degree of freedom buildings (MDOF) considering nonlinear soil structure interaction64
Guest editorial for the special issue on artificial intelligence, sensing and big data analytics in earthquake engineering58
Preface to the Special Issue: The evolution of fragility and vulnerability. The origin story of a preface57
Correction To: Evaluating the performance of intensity prediction equations for the Italian area55
Probabilistic parametric analysis of capacity, fragility and expected seismic damage of framed reinforced concrete buildings55
Earthquake-proofing history: seismic assessment of Caserta Vecchia medieval bell tower49
Correction: Dissipative tie-rods restraining one-sided rocking masonry walls: analytical formulation and experimental tests48
International joint research on the full-scale ten-story RC buildings tested at E-Defense shaking table47
A comparative study on seismic fragility analysis of RC frame structures with consideration of modeling uncertainty under far-field and near-field ground motion excitation46
Incorporating dwelling mounds into induced seismic risk analysis for the Groningen gas field in the Netherlands46
Seismic response of a non-ductile RC frame building subjected to shake-table excitations46
Implementation and application of a SHM system for tall buildings in Turkey44
Correction factors for GMMs considering site and topographic effects in South Korea41
Influence of structure on the aseismic stability and dynamic responses of liquefiable soil40
Seismic behaviour of piles in non-liquefiable and liquefiable soil40
Correction to: Macroseismic risk classification of historical constructions: the LEXSIS approach39
Evidence of soil-structure interaction from modular full-scale field experimental tests38
Seismic limit states of the components in reinforced concrete integral abutment bridges37
Seismic resilience assessment of low- and medium-rise existing eccentrically braced steel frames in Mexico City36
Near-source magnitude scaling of spectral accelerations: analysis and update of Kotha et al. (2020) model35
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 buildings35
Correction to: Numerical simulation of RC frames infilled with RC walls for seismic strengthening of existing structures35
Impact and clutch nonlinearities in the seismic response of inerto-rocking systems34
Seismic analysis method of unreinforced masonry structures subjected to mainshock-aftershock sequences34
Correction to: New insights into the relationship between seismic intensity measures and nonlinear structural response34
Soil-structure interaction effects on the seismic response of a public building in Lefkas, Greece33
Dynamic properties of polyurethane from resonant column tests for numerical GSI study32
Seismic behaviour of cross vaults with different brick pattern32
Rope mesh as a seismic reinforcement for two-storey adobe buildings32
Effects of support conditions and arrangement of prestressed rocking columns on the displacement of concrete frames under dynamic loads32
Optimal design of the seismic retrofitting of reinforced concrete framed structures using BRBs31
Mitigating jacket offshore platform vibration under earthquake and ocean waves utilizing tuned inerter damper31
Earthquake hazard and risk analysis for natural and induced seismicity: towards objective assessments in the face of uncertainty30
Damage tracking and evaluation of RC columns with structural performances by using seismic monitoring data30
Simulation of soil liquefaction distribution in downtown Mashiki during 2016 Kumamoto earthquake using nonlinear site response29
Effects of near-fault pulse-type ground motions on high-speed railway simply supported bridge and pulse parameter analysis29
Evaluating the efficiency of supplementary rebar system in improving hysteretic damping of self-centering rocking walls29
Shaking table investigation of a low-cost and sustainable timber-based energy dissipation system with recentering ability28
Parametric seismic fragility model for elephant-foot buckling in unanchored steel storage tanks28
Influence of accelerometer type on uncertainties in recorded ground motions and seismic damage assessment28
Time-domain acceleration-based pulse characterization of 2023 Kahramanmaraş earthquakes26
Analytical seismic assessment for reinforced concrete moment frame residential buildings constructed in the Soviet Union Era in Almaty, Kazakhstan26
Soil liquefaction sites following the February 6, 2023, Kahramanmaraş-Türkiye earthquake sequence26
The evolution of sustainable renovation of existing buildings: from integrated seismic and environmental retrofitting strategies to a life cycle thinking approach26
Advancing the understanding of earthquake risk in Portugal26
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 City26
Optimal intensity measures for seismic fragility assessment of corrosion-damaged RC bridge piers25
Tall buildings in Turkey, their characteristic structural features and dynamic behaviour25
Near-epicenter-based partial matching crossover algorithm for estimating the strong-shaking zone of large earthquakes25
Experimental cyclic testing of masonry pier-spandrel substructures reinforced with engineered cementitious composites overlay25
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 EDBs24
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 earthquake24
On the role of planning policies in the seismic vulnerability of historic urban areas: evidence from Santiago, Chile24
Code-based brittle capacity models for seismic assessment of pre-code RC buildings: comparison and consequences on retrofit23
Mechanical model of steel frames with reinforced concrete infill walls23
Nonlinear static characterisation of masonry-infilled RC building portfolios accounting for variability of infill properties23
Wave velocities depending on shear strain, directionality, and excess pore water pressure from wildlife liquefaction array22
Fragility curves of non-ductile RC frame buildings on saturated soils including liquefaction effects and soil–structure interaction22
Seismic fragility assessment and maintenance management on regional bridges using bayesian multi-parameter estimation22
Characterization of local and global capacity criteria for collapse assessment of code-conforming RC buildings21
Advanced nonlinear soil-structure interaction model for the seismic analysis of safety-related nuclear structures21
V-H-Mcapacity of well foundations under gravity and seismic loading21
The recently compiled strong motion databank of Iran21
Evaluation on influences of inertial mass on seismic responses and structure-soil interactions of pile-soil-piers21
Pullout tests on the connection to an existing foundation of a steel warehouse rebuilt after the 2012 Emilia (Italy) earthquakes21
Proposed reliable peak component factors for ductile light NSCs subjected to horizontal ground motions21
Characterisation of the rigid diaphragm conditions for cross laminated timber floors20
A comparative study on a complex URM building: part II—issues on modelling and seismic analysis through continuum and discrete-macroelement models20
Seismic intensity measures for risk assessment of bridges20
Probabilistic assessment of seismic-induced slope displacements: an application in Italy20
A ground motion construction method considering spectrum characteristics as supplement for conditional mean spectrum20
Evaluation of seismic demands for adjacent irregular buildings with transverse alignment eccentricity20
Fragility curves for Italian URM buildings based on a hybrid method20
Seismic behavior of structures equipped with variable friction dissipative (VFD) systems20
The H2020 European Project LiqueFACT20
Comparison of earthquake risk for masonry and RC buildings in Barcelona using existing sets of vulnerability functions19
A computationally-effective method for rapidly determining the seismic structural response of high-rise buildings with a limited number of sensors19
Effects of seismic input, fine crust and existing structure on liquefaction from centrifuge model tests19
Evolution of the seismic vulnerability of masonry buildings based on the damage data from L'Aquila 2009 event19
Experimental and numerical investigations on vertical dynamic pile-to-pile interactions considering soil and interface nonlinearities19
A non-ergodic effective amplitude ground-motion model for California19
Vulnerability modellers toolkit, an open-source platform for vulnerability analysis19
Structural response prediction of the 2015 E-defense 10-story RC building test using pushover analysis18
Analysis of floor-to-column pounding of buildings founded on different soil types18
Seismic fragility assessment of high-rise stacks in oil refineries18
Seismic structural health monitoring to prevent unnecessary economic loss from non-damaging earthquakes in European and Middle Eastern cities18
Seismic and structural health monitoring systems for large dams: theoretical, computational and practical innovations18
Seismic strengthening of existing RC buildings with external cross-laminated timber (CLT) walls hosting an integrated energetic and architectural renovation18
The influence of the geometrical features on the seismic response of historical churches reinforced by different cross lam roof-solutions18
Investigation of seismic response of liquefiable canyon ground considering topography effect17
Seismic performance of pre-fabricated segmental bridges with an innovative layered-UHPC connection17
A probabilistic deformation-based seismic hazard model for Iran17
Quantifying the impact of normalized period on seismic demand model of ductile columns under pulse-like ground motions17
An expeditious tool for the vulnerability assessment of masonry structures in post-earthquake reconstruction17
Cyclic and monotonic performance of stiffened extended end-plate connections with large-sized bolts and thin end-plates17
3D seismic response characteristics of a pile-mat-founded AP1000 nuclear-island building considering nonlinear hysteretic behavior of soil17
Loss of support assessment for precast portal frames with friction connections and masonry infills17
Correction to: Methods for assessing the epistemic uncertainty captured in ground-motion models17
Seismic behavior of prefabricated reinforced concrete stair isolated by high damping rubber bearings17
Regional-scale stochastic nonlinear seismic time history analysis of RC frame structures16
Genealogy of development and codification of Yugoslavian earthquake resistant design16
A Bayesian-based inspection-monitoring data fusion approach for historical buildings and its post-earthquake application to a monumental masonry palace16
Validation of a practice-oriented floor spectra formulation through actual data from the 2016/2017 Central Italy earthquake16
Near-source ground motion estimation for assessing the seismic hazard of critical facilities in central Italy16
On the seismic design and behavior of Automated Rack Supported Warehouses16
Systems thinking approach to community buildings resilience considering utility networks, interactions, and access to essential facilities16
Fragility curves of Italian school buildings: derivation from L’Aquila 2009 earthquake damage via observational and heuristic approaches16
Numerical and analytical methods for the design of beam-column sub-assemblies with composite deck slab16
Experimental study of high-strength steel fiber concrete exterior beam-column joints with high-strength steel reinforcements16
Regional seismic response assessment using indicator buildings15
Probabilistic seismic hazard assessment framework for Uganda: a stochastic event-based modelling approach15
Analysis of interaction between reinforced concrete walls and slabs tested on a shaking table15
Seismic vulnerability of industrial steel structures with masonry infills using a numerical approach15
Bi-axial shaking table tests to evaluate the seismic performance of two-story rammed-earth walls retrofitted with steel plates15
Damage observations of RC buildings from 2023 Kahramanmaraş earthquake sequence and discussion on the seismic code regulations15
Correction to: Shake table testing of a physical model of telecomunication tower15
A note on two alternative probabilistic methods to address parametric uncertainty in magnitude frequency distribution (MFD) logic trees (BEEE-D-22-00704)15
Estimating annualized earthquake loss for residential buildings in Tehran, Iran15
Benefit of structural access panels (SAP) for post-earthquake structural health monitoring15
Experimental investigation using demountable steel-concrete composite reduced web section (RWS) connections under cyclic loads15
SAM-II: development and validation of an EF-based program for seismic pushover analysis of masonry buildings15
Emergency response, and community impact after February 6, 2023 Kahramanmaraş Pazarcık and Elbistan Earthquakes: reconnaissance findings and observations on affected region in Türkiye15
Correction: A dynamic p–y model for piles embedded in cohesionless soils15
Raising the bar in seismic design: cost–benefit analysis of alternative design methodologies and earthquake-resistant technologies15
Seismic pounding of adjacent buildings considering torsional effects15
Seismic vulnerability assessment of step-back hill buildings through experimental investigation, numerical simulation and fragility estimation15
Earthquake and structural engineering science for civil protection15
The evaluation of target displacement in structural systems using damage-based N2 (DN2) method under far-field ground motions for performance-based design theory15
2-D and 3-D basin site effects in Izmir-Bayrakli during the October 30, 2020 Mw7.0 Samos earthquake14
The new seismic hazard model ESHM20 of Europe: Investigating the implications to the seismic design and risk assessment of major industrial facilities across Europe14
Experimental study on sand-tire chip mixture foundations acting as a soil liquefaction countermeasure14
Simulation of blind pre-diction and post-diction shaking table tests on a masonry building aggregate using a continuum modelling approach14
Stochastic-based vulnerability curves for the out-of-plane seismic safety assessment of URM walls14
Seismic damage evaluation of historical masonry towers through numerical model14
A ductile seismic design strategy for the cross-aisle direction of racking systems14
Assessment of the 2015 full-scale ten-story RC test Structure using ASCE/SEI 4114
Automated image-based generation of finite element models for masonry buildings14
Considerations on using MCS and EMS-98 macroseismic scales for the intensity assessment of contemporary Italian earthquakes14
Site-specific seismic hazard analyses in the Izmit region (Marmara, Turkey) through passive seismic tests14
Soil-structure interaction assessment combining deconvolution of building and field recordings with polarization analysis: application to the Matera (Italy) experiment14
Seismic hazard models for typical urban masonry structures considering optimized regression algorithms14
A mechanical-based seismic vulnerability assessment method with an application to masonry structures in Cosenza (Italy)14
Cyclic behavior of RCFT columns with large D/t ratio steel tubes: Effect of reinforcement arrangement14
Digital twin-based life-cycle seismic performance assessment of a long-span cable-stayed bridge14
Seismic fragility and post-earthquake reparability of concrete encased-and-filled steel tubular bridges columns with debonded high-strength reinforcements14
Post-earthquake damage assessment for RC columns using crack image complexity measures14
A double-strut macro-modelling approach for the in-plane analysis of masonry infilled RC frames with openings14
Ductility demands for stiffness-degrading SDOF systems under pulse-like ground motions of the 2023 Pazarcık (Kahramanmaraş) earthquake14
Seismic performance and repairability assessment of resilient RAC frame structures employing UHSB in columns13
Effect of axial load and shear span on seismic performance of CFT columns reinforced with end-fixed ultra-high strength rebars13
Direct evaluation method for load-deformation curve of precast prestressed concrete frame with different tendon forces13
Methods for evaluating the significance and importance of differences amongst probabilistic seismic hazard results for engineering and risk analyses: a review and insights13
Correction to: Benchmarking the software packages to model and assess the seismic response of unreinforced masonry existing buildings through nonlinear static analyses13
Rapid visual screening methodology for multi-hazard vulnerability assessment of reinforced concrete buildings in hilly region13
Life-cycle seismic resilience of deteriorating highway bridges under mainshock-aftershock sequences13
New insights into the relationship between seismic intensity measures and nonlinear structural response13
Seismic response characteristics and performance improvement of near-fault continuous rigid-frame bridges13
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
An experimental and simulated investigation into the seismic performance of Chuan-dou timber structures with infilled walls13
Lateral behaviour of unreinforced masonry walls with different sizes and locations of opening and effect of strengthening measures: a computational approach13
Preface for the special issue on February 6, 2023, Kahramanmaraş-Türkiye earthquakes (Mw=7.8 and 7.5): reconnaissance missions and first observations13
Experimental study of seismic torsional behavior of reinforced concrete walls13
Bi–axially loaded RC beam–column joints and haunch retrofit13
Seismic damage classification for axially-loaded well-detailed reinforced concrete frame members based on compressive strain13
Infrastructure seismic risk assessment: an overview and integration to contemporary open tool towards global usage13
A probabilistic framework to make a decision on the post-earthquake functionality of bridges considering the damage, residual displacement, and aftershock13
Development of analytical seismic fragility functions for the common buildings in Iran13
The eighteenth Mallet-Milne lecture13
Seismic retrofit of pre-damaged RC elements using thin strain-hardening cementitious composite jackets13
Structural performance of automated multi-depth shuttle warehouses (AMSWs) under low-to-moderate seismic actions12
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 equations12
Influence of movable bearings performance on the dynamic characteristics of a cable-stayed bridge : insights from seismic monitoring records12
Nonlinear finite and discrete element simulations of multi-storey masonry walls12
Geotechnical assessment of the 2023 Jajarkot Nepal Earthquake using field observations and remote sensing12
Seismic performance assessment of wall-type gravel and rubber drains in liquefaction mitigation of sands12
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
Axial-shear-flexure interactive behavior and completed shear strength model of reinforced concrete members considering steel-bond slip12
Correction to: The possible use of equivalent homogeneous subsoil models for 1D seismic response analyses in seismic microzonation studies12
The December 9, 2020, Mw 5.5 Kudara earthquake (Middle Baikal, Russia): internet questionnaire hard test and macroseismic data analysis12
Emergency response, intervention, and societal recovery in Greece and Turkey after the 30th October 2020, MW = 7.0, Samos (Aegean Sea) earthquake12
A wavelet-based approach for truncating pulse-like records12
Stochastic seismic analysis of base-isolated structures with electromagnetic inertial mass dampers considering different soil conditions12
Numerical modeling of the interaction of normal fault and shallow embedded foundation12
Multivariable fragility surfaces for earthquake-induced damage assessment of buildings integrating structural features12
Correction to: CPT-based liquefaction resistance of clean and silty sands: A drainage conditions based approach12
Calibration of finite element model of bridge with pier retrofitted using Fe-SMA strips12
Correction To: Characterisation of the rigid diaphragm conditions for cross laminated timber floors12
Modal-based ground motion selection procedure for nonlinear response time history analysis of dual wall-frame structures12
Seismic performance evaluation and risk assessment of typical reinforced concrete frame buildings with masonry infill and conventional vertical extension in Nepal12
Reconnaissance analysis on buildings damaged during Durres earthquake Mw6.4, 26 November 2019, Albania: effects to non-structural elements12
In-plane capacity of existing post-WWII beam-and-clay block floor systems12
Stochastic nonlinear ground response analysis considering existing boreholes locations by the geostatistical method12
Shear performance analysis of grouted sleeve connection region in precast assembled columns12
Correction: Model accuracy for the prediction of unreinforced clay brick masonry shear wall resistance12
Acknowledgement for Reviewers for 202012
Relationships between empirical damage and direct/indirect costs for the assessment of seismic loss scenarios12
An improved capacity design procedure incorporating the effect of gap-opening on higher mode responses in rocking wall structures11
Hysteretic parameters identification of RC frame structure with Takeda model based on modified CKF method11
Optimum parameters and performance of negative stiffness and inerter based dampers for base-isolated structures11
Site flatfile of Korea meteorological administration’s seismic stations in Korea11
Simplified numerical approach for the structural analysis of monumental historical aggregates: the case study of Certosa di Calci11
Comparative nonlinear soil-structure interaction analyses using macro-element and soil-block modelling approaches11
Single-path ground motion amplifications during the 2020 Haenam, South Korea, swarm11
An empirical seismic vulnerability model11
Correction to: Application of genetic algorithms for a new approach for seismic building monitoring: integrated measurement systems with physical and virtual sensors11
Seismic behaviour of high-rise frame-core tube structures considering dynamic soil–structure interaction11
Seismic performance validation for RC building structures damaged by Durres earthquake, Mw6.4, 26 November 2019, Albania11
Geological and geotechnical investigation of the seismic ground response characteristics in some urban and suburban sites in Chile exposed to large seismic threats11
Influence of ground motion type on nonlinear seismic behaviour and fragility of corrosion-damaged reinforced concrete bridge piers11
Census-based typological usability fragility curves for Italian unreinforced masonry buildings11
Seismic resilience of extra-large LNG tank built on liquefiable soil deposit capturing soil-pile-structure interaction11
Multi-platform simulation of infilled shear-critical reinforced concrete frames subjected to earthquake excitations11
Nonlinear behavior simulation of soil-structure interaction system via real-time hybrid testing11
Characterization of the Frictional Behavior of Steel-Polymer Interfaces with Pronounced Stick-Slip Effect for Use in Seismic Isolation11
Seismic characterization of Iranian strong motion stations in Kermanshah province (Iran) using single-station Rayleigh wave ellipticity inversion of ambient noise measurements11
Empirical models for the nonlinear rocking response of shallow foundations10
The main developments of Seismology and Earthquake Engineering since the early 1700s and the new challenges for a sustainable society10
Comparison study of time-varying seismic fragility of precast segmental and cast-in-place bridge columns in high-speed railway bridges10
Seismic response distribution expressions for rocking building contents under ordinary ground motions10
Seismic resilience enhancement of MDOF systems utilizing a hybrid TMD-TLD10
Seismic vulnerability of existing precast buildings with frictional beam-to-column connections, including treatment of epistemic uncertainty10
Integrated approach between seismic resilience and vulnerability indexes with regularity index for vertical irregularity planar frames risk assessment10
Liquefaction resistance of TP-Lisbon sand: a critical state interpretation using in situ and laboratory testing10
Risk-based overall seismic robustness assessment of cold-formed steel structures considering vulnerability and fragility10
A nonlinear macromodel for simulating the in-plane behavior of unreinforced masonry (URM) infilled frames10
Response of nonconforming RC shear walls with smooth bars under quasi-static cyclic loading10
Variations in uniform hazard spectra and disaggregated scenarios during earthquake sequences10
Evaluation of modeling strategies for gravity and lateral load analysis of confined masonry structures10
Design approach of shear strengthened masonry: welded wire meshes, Reticulatus and cementitious plastering methods10
Small-strain behavior and post-cyclic characteristics of low plasticity silts10
Validation of physics-based ground shaking scenarios for empirical fragility studies: the case of the 2009 L’Aquila earthquake10
Exploratory factor analysis-based method to develop compound intensity measures for predicting potential structural damage of ground motion10
Performance of seismic steel beam–column moment joints10
In-plane and out-of-plane model for retrofitted infill walls in reinforced concrete framed buildings10
Seismic fragility assessment of building-type structures in oil refineries10
Performance-based assessment of slender reinforced concrete columns typical of precast industrial buildings10
1D reference VS profiles compatible with ground-motion prediction equations developed for Turkey10
Seismic response of a motorway bridge founded in an active landslide: a case study10
Destructive impact of successive high magnitude earthquakes occurred in Türkiye’s Kahramanmaraş on February 6, 20239
Seismic response of elevated steel tanks equipped with the seesaw system9
Case study for a performance based rapid seismic assessment methodology (PERA2019) based on actual earthquake damages9
Correction: Structural response prediction of the 2015 E-defense 10-story RC building test using pushover analysis9
Physics-based probabilistic seismic hazard analysis: the case of Tehran Basin in Iran9
A modal conditional mean spectrum for nonlinear structural response time-history analysis of tall buildings to consider higher mode effects9
Geotechnical seismic isolation based on high-damping polyurethane: centrifuge modelling9
Shake table testing of a half-scale stone masonry building aggregate9
In-plane seismic performance of rammed earth walls: an eastern Croatia reconnaissance based study9
Application of an energy-based design procedure in self-centering shear wall systems9
Effects of soil spatial variability on the seismic response of multi-span simply-supported highway bridges9
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