Bulletin of Earthquake Engineering

(The TQCC of Bulletin of Earthquake Engineering is 8. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 500 papers]. The publications cover those that have been published in the past four years, i.e., from 2019-10-01 to 2023-10-01.)
The Italian earthquake catalogue CPTI15165
Seismic risk assessment of residential buildings in Italy108
Development of a fragility and vulnerability model for global seismic risk analyses88
The heuristic vulnerability model: fragility curves for masonry buildings74
Empirical fragility curves for Italian URM buildings67
Empirical fragility curves for Italian residential RC buildings66
Numerical simulation of the seismic response and soil–structure interaction for a monitored masonry school building damaged by the 2016 Central Italy earthquake58
A regionally-adaptable ground-motion model for shallow crustal earthquakes in Europe55
Analytical and numerical seismic assessment of heritage masonry towers50
Two frugal options to assess class fragility and seismic safety for low-rise reinforced concrete school buildings in Southern Italy49
Seismic fragility for Italian RC buildings based on damage data of the last 50 years48
Damages to masonry churches after 2016–2017 Central Italy seismic sequence and definition of fragility curves43
Mechanics-based fragility curves for Italian residential URM buildings43
A practical approach for estimating the floor deformability in existing RC buildings: evaluation of the effects in the structural response and seismic fragility41
Which is a better proxy, site period or depth to bedrock, in modelling linear site response in addition to the average shear-wave velocity?40
Comparative analysis of the fragility curves for Italian residential masonry and RC buildings40
Towards the updated Italian seismic risk assessment: exposure and vulnerability modelling40
Study on the influence of trains on the seismic response of high-speed railway structure under lateral uncertain earthquakes38
Investigating the effects of structural pounding on the seismic performance of adjacent RC and steel MRFs38
Earthquake-induced damage localization in an historic masonry tower through long-term dynamic monitoring and FE model calibration37
Probabilistic seismic assessment of RC box-girder highway bridges with unequal-height piers subjected to earthquake-induced pounding36
IRMA platform for the calculation of damages and risks of Italian residential buildings36
A review of experimental and analytical studies on the out-of-plane behaviour of masonry infilled frames36
ANUB-Aggregates: a fully automatic NURBS-based software for advanced local failure analyses of historical masonry aggregates36
Empirical vulnerability curves for Italian mansory buildings: evolution of vulnerability model from the DPM to curves as a function of accelertion34
Analytical-mechanical based framework for seismic overall fragility analysis of existing RC buildings in town compartments32
Multi-level performance-based design optimisation of steel frames with nonlinear viscous dampers31
Checking the site categorization criteria and amplification factors of the 2021 draft of Eurocode 8 Part 1–131
Nonlinear dynamic behaviour of severely corroded reinforced concrete columns: shaking table study30
2015 Nepal earthquake: seismic performance and post-earthquake reconstruction of stone in mud mortar masonry buildings30
Numerical investigation of the influence of cross-sectional shape and corrosion damage on failure mechanisms of RC bridge piers under earthquake loading30
Assessment of the effectiveness of Multiple-Stripe Analysis by using a stochastic earthquake input model29
Analytical fragility curves for masonry school building portfolios in Nepal29
Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled RC frame structures28
Seismic loss and resilience assessment of single-column rocking bridges28
Performance of structures in İzmir after the Samos island earthquake28
Nonlinear modeling of the seismic response of masonry structures: critical review and open issues towards engineering practice28
The Italian approach to seismic microzonation27
Benchmarking the software packages to model and assess the seismic response of unreinforced masonry existing buildings through nonlinear static analyses26
Effect of pulse-like near-fault ground motions on utility-scale land-based wind turbines26
The Mw5.4 Zagreb (Croatia) earthquake of March 22, 2020: impacts and response26
Effects of ground-motion sequences on fragility and vulnerability of case-study reinforced concrete frames26
Application of the SP-BELA methodology to RC residential buildings in Italy to produce seismic risk maps for the national risk assessment26
Integrating expected loss and collapse risk in performance-based seismic design of structures26
Spectral decomposition of the Engineering Strong Motion (ESM) flat file: regional attenuation, source scaling and Arias stress drop25
Effects of size and position of openings on in-plane capacity of unreinforced masonry walls25
Observations from the 26th November 2019 Albania earthquake: the earthquake engineering field investigation team (EEFIT) mission25
Inelastic floor spectra for designing anchored acceleration-sensitive nonstructural components25
Relationships between ground motion parameters and macroseismic intensity for Italy24
Cyclic test on a precast reinforced concrete column-to-foundation grouted duct connection24
Effects of the vertical seismic component on seismic performance of an unreinforced masonry structures24
A regionally-adaptable “scaled backbone” ground motion logic tree for shallow seismicity in Europe: application to the 2020 European seismic hazard model24
Effects of various modeling uncertainty parameters on the seismic response and seismic fragility estimates of the aging highway bridges23
Assessment and mitigation of seismic risk at the urban scale: an application to the historic city center of Leiria, Portugal23
Seismic vulnerability assessment of masonry buildings in Banja Luka and Sarajevo (Bosnia and Herzegovina) using the macroseismic model23
Seismic fragility assessment of geotechnical seismic isolation (GSI) for bridge configuration23
An advanced intensity measure for residual drift assessment of steel BRB frames23
A field trial to test the efficiency of induced partial saturation and horizontal drains to mitigate the susceptibility of soils to liquefaction23
Seismic vulnerability and loss assessment of an isolated simply-supported highway bridge retrofitted with optimized superelastic shape memory alloy cable restrainers23
Nonlinear modelling of the seismic response of masonry structures: Calibration strategies22
A comparative study on a complex URM building: part I—sensitivity of the seismic response to different modelling options in the equivalent frame models22
Effects of dynamic soil-structure interaction on seismic behaviour of high-rise buildings22
Geological and geotechnical models definition for 3rd level seismic microzonation studies in Central Italy22
Simplified calculation modeling method of multi-span bridges on high-speed railways under earthquake condition22
A probabilistic seismic hazard map for the metropolitan France21
A new method for earthquake-induced damage identification in historic masonry towers combining OMA and IDA21
Integrated economic and environmental building classification and optimal seismic vulnerability/energy efficiency retrofitting21
Fragility assessment of existing low-rise steel moment-resisting frames with masonry infills under mainshock-aftershock earthquake sequences21
Full‐scale shake‐table tests on two unreinforced masonry cavity‐wall buildings: effect of an innovative timber retrofit21
24 January 2020 Sivrice-Elazığ, Turkey earthquake: geotechnical evaluation and performance of structures21
Experimental investigation of the in-plane cyclic behaviour of calcium silicate brick masonry walls20
Simplified seismic assessment of infilled RC frame structures20
An empirical method for seismic vulnerability assessment of Nepali school buildings20
Seismic fragility analysis of URM buildings founded on piles: influence of dynamic soil–structure interaction models20
The significance of considering multiple angles of seismic incidence for estimating engineering demand parameters20
Numerical evaluation of the seismic performance of existing reinforced concrete buildings with corroded smooth rebars20
Quantifying the effects of various uncertainties on seismic risk assessment of CFS structures20
Fragility curves for Italian URM buildings based on a hybrid method20
The effect of damping on floor spectral accelerations as inferred from instrumented buildings19
Effects of soil-foundation-structure interaction on fundamental frequency and radiation damping ratio of historical masonry building sub-structures19
Damage assessment of modern masonry buildings after the L’Aquila earthquake19
Ground motion models for the new seismic hazard model of Italy (MPS19): selection for active shallow crustal regions and subduction zones19
Indicators for site characterization at seismic station: recommendation from a dedicated survey19
A novel all-steel buckling restrained brace for seismic drift mitigation of steel frames19
Comparing the performance of traditional shear-wall and rocking shear-wall structures designed using the direct-displacement based design approach19
Seismic fragility assessment framework for highway bridges based on an improved uniform design-response surface model methodology19
Seismic response of a masonry church in Central Italy: the role of interventions on the roof18
Eccentric steel brace retrofit for seismic upgrading of deficient reinforced concrete frames18
Rapid screening method for the determination of seismic vulnerability assessment of RC building stocks18
Assessing community resilience, housing recovery and impact of mitigation strategies at the urban scale: a case study after the 2012 Northern Italy Earthquake18
Numerical study of the seismic performance and damage mitigation of steel–concrete composite rigid-frame bridge subjected to across-fault ground motions18
Experimental and analytical studies of sub-standard RC frames retrofitted with buckling-restrained braces and steel frames18
Correlations between macroseismic intensity estimations and ground motion measures of seismic events18
A procedure for the seismic risk assessment of the cultural heritage18
Verification of seismic risk models using observed damages from past earthquake events18
Quantifying seismic risk in structures via simplified demand–intensity models18
R-CRISIS: 35 years of continuous developments and improvements for probabilistic seismic hazard analysis17
Experimental seismic response evaluation of suspended piping restraint installations17
Experimental estimation of energy dissipation in rocking masonry walls restrained by an innovative seismic dissipator (LICORD)17
Tests, model, and applications for coned-disc-spring vertical isolation bearings17
Seismic intensity measures for risk assessment of bridges17
A direct displacement-based seismic design method using a MDOF equivalent system: application to R/C framed structures17
A liquefaction case study of gently sloping gravelly soil deposits in the near-fault region of the 2008 Mw7.9 Wenchuan earthquake17
Seismic vulnerability of above-ground storage tanks with unanchored support conditions for Na-tech risks based on Gaussian process regression17
Strut-and-tie model for shear strength prediction of RC exterior beam–column joints under seismic loading17
Sand-granulated rubber mixture to prevent liquefaction-induced uplift of buried pipes: a shaking table study17
Seismic damage and fragility assessment of ancient masonry churches located in central Chile17
Empirical fragility curves of engineered steel and RC residential buildings after Mw 7.3 2017 Sarpol-e-zahab earthquake17
An efficient approach for LCC-based optimum design of lead-rubber base isolation system via FFD and analysis of variance (ANOVA)17
A practical probabilistic earthquake hazard analysis tool: case study Marmara region16
Generation of new fragility curves for common types of buildings in Iran16
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 motions16
Impact of exposure spatial resolution on seismic loss estimates in regional portfolios16
Model of seismic design lateral force levels for the existing reinforced concrete European building stock16
Resilience-based performance and design of SMA/sliding bearing isolation system for highway bridges16
Megazonation of earthquake-induced soil liquefaction hazard in continental Europe16
Seismic fragility analysis of irregular bridges with non-circular tall piers considering ground motion directionality16
Seismic damage assessment of masonry buildings in Elazığ and Malatya following the 2020 Elazığ-Sivrice earthquake, Turkey16
Vulnerability modellers toolkit, an open-source platform for vulnerability analysis16
Vulnerability prediction model of typical structures considering empirical seismic damage observation data16
Evaluating alternative approaches for the seismic design of structures15
Hybrid simulation of bridges constructed with concrete-filled steel tube columns subjected to horizontal and vertical ground motions15
Nonlinear finite and discrete element simulations of multi-storey masonry walls15
Analytical modeling of corroded RC columns considering flexure-shear interaction for seismic performance assessment15
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 Norcia15
Performance evaluation of buckling-restrained braced frames under repeated earthquakes15
A non-ergodic effective amplitude ground-motion model for California15
Empirical fragility assessment using conditional GMPE-based ground shaking fields: application to damage data for 2016 Amatrice Earthquake15
Running test on high-speed railway track-simply supported girder bridge systems under seismic action15
Semi-empirical relationships to assess the seismic performance of slopes from an updated version of the Italian seismic database15
On the seismic fragility of pipe rack—piping systems considering soil–structure interaction15
A ground motion model for volcanic areas in Italy14
Extensive surface geophysical prospecting for seismic microzonation14
Experimental seismic response of a resilient 3-storey post-tensioned timber framed building with dissipative braces14
The response of self-centering concrete walls under quasi-static loading14
Use of scrap tire pads in vibration control system for seismic response reduction of buildings14
Influence of earthquake duration on structural collapse assessment using hazard-consistent ground motions for shallow crustal earthquakes14
Seismic reliability analysis of steel moment-resisting frames retrofitted by vertical link elements using combined series–parallel system approach14
A methodological framework to relate the earthquake-induced frequency reduction to structural damage in masonry buildings14
Nonlinear seismic fragility assessment of tall buildings equipped with tuned mass damper (TMD) and considering soil-structure interaction effects14
Selection and spectral matching of recorded ground motions for seismic fragility analyses14
Characteristics of the 2020 Samos earthquake (Aegean Sea) using seismic data14
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 approach14
Seismic response assessment of a hybrid coupled wall structure with novel self-centering steel truss coupling beams14
Fragility-based analysis of the influence of effective stiffness of reinforced concrete members in shear wall buildings14
Cyclic response and modelling of special moment resisting beams exhibiting fixed-end rotation13
Seismic performance of RC frame buildings accounting for the out-of-plane behavior of masonry infills13
Rapid assessment of earthquake risk for Bosnia and Herzegovina13
Influence of near-fault ground motion characteristics on the seismic response of cable-stayed bridges13
Seismic demand model class uncertainty in seismic loss analysis for a code-designed URM infilled RC frame building13
Centrifuge and numerical modelling of earthquake-induced soil liquefaction under free-field conditions and by considering soil–structure interaction13
Spatial correlation of broadband earthquake ground motion in Norcia (Central Italy) from physics-based simulations13
Seismic behaviour of eccentrically compressed steel-box bridge-pier columns with embedded energy-dissipating shell plates13
In-plane lateral cyclic behaviour of lime-mortar and clay-brick masonry walls in dry and wet conditions13
Dynamic and probabilistic seismic performance assessment of precast prestressed reinforced concrete frames incorporating slab influence through three-dimensional spatial model13
Seismic vulnerability assessment of minor Italian urban centres: development of urban fragility curves13
The influence of source- and ground-motion model choices on probabilistic seismic hazard levels at 6 sites in France12
Seismic fragility of buried steel natural gas pipelines due to axial compression at geotechnical discontinuities12
Seismic response of a small-scale masonry groin vault: experimental investigation by performing quasi-static and shake table tests12
Optimum parameters and performance of negative stiffness and inerter based dampers for base-isolated structures12
Investigation on site-specific seismic response analysis for Bucharest (Romania)12
Nonlinear static characterisation of masonry-infilled RC building portfolios accounting for variability of infill properties12
On the reliability of the equivalent frame models: the case study of the permanently monitored Pizzoli’s town hall12
Random field model of sequential ground motions12
Modelling the nonlinear static response of a 2-storey URM benchmark case study: comparison among different modelling strategies using two- and three-dimensional elements12
Design and development of low-cost HDRBs seismic isolation of structures12
Seismic behaviour of piles in non-liquefiable and liquefiable soil12
Earthquake hazard and risk analysis for natural and induced seismicity: towards objective assessments in the face of uncertainty12
Experimental investigation of “dry” jointed precast concrete frame sub-assemblies with steel angle and tube connections12
Event-based assessment of seismic resilience in Mexican school buildings12
NODE: a large‐scale seismic risk prioritization tool for Italy based on nominal structural performance12
Effects of unbonded steel layout on seismic behavior of post-tensioned precast concrete shear walls12
Spatial variability of the urban ground motion in a highly heterogeneous site-city configurations12
Census-based typological usability fragility curves for Italian unreinforced masonry buildings11
The value of seismic structural health monitoring for post-earthquake building evacuation11
Modelling the seismic response of a 2-storey URM benchmark case study: comparison among different equivalent frame models11
A universal approach for evaluating earthquake safety level based on societal fatality risk11
Quality assessment for site characterization at seismic stations11
Out-of-plane reinforcement of masonry walls using joint-embedded steel cables11
Parametric study of seismic collapse performance of lightweight buildings with spherical deformable rolling isolation system11
A parametric study on out-of-plane instability of doubly reinforced structural walls. Part I: FEM predictions11
Seismic risk and loss estimation for the building stock in Isfahan: part II—hazard analysis and risk assessment11
A probabilistic seismic hazard assessment for Wylfa Newydd, a new nuclear site in the United Kingdom11
Analytical investigation of the seismic response of elastic oscillators placed on the top of rocking storey11
Seismic capacity and vulnerability assessment considering ageing effects: case study—three local Portuguese RC buildings11
Axial response of rectangular RC prisms representing the boundary elements of ductile concrete walls11
Seismic risk and loss estimation for the building stock in Isfahan. Part I: exposure and vulnerability11
Seismic design of RC moment-resisting frames with concrete block infill walls considering local infill-frame interactions11
The Polito Surface Wave flat-file Database (PSWD): statistical properties of test results and some inter-method comparisons11
Computer vision-based automated stiffness loss estimation for seismically damaged non-ductile reinforced concrete moment frames11
Accounting for directivity-induced pulse-like ground motions in building portfolio loss assessment11
Seismic behavior of precast reinforced concrete column-to-foundation grouted duct connections11
Seismic collapse assessment of new European single-story RC precast buildings with weak connections11
Revisiting flexural overstrength in RC beam-and-slab floor systems for seismic design and evaluation11
Magnetic damped links to reduce internal seismic pounding in base-isolated buildings11
Empirical seismic vulnerability analysis of infrastructure systems in Nepal11
Performance-based damage evaluation of hybrid joints11
Influence of site effects on the seismic vulnerability of masonry and reinforced concrete buildings in Tuzla (Bosnia and Herzegovina)11
Collapse shake-table testing of a clay-URM building with chimneys11
A non-ergodic ground-motion model of Fourier amplitude spectra for France11
A benchmark 1 g shaking table test of shallow segmental mini-tunnel in sand11
Shaking table tests of granite cladding with dowel pin connection11
Tuned-mass-damper-inerter optimal design and performance assessment for multi-storey hysteretic buildings under seismic excitation11
NDE1.0: a new database of earthquake data recordings from buildings for engineering applications11
Nonlinear dynamic response of stone masonry minarets under harmonic excitation10
Liquefaction and reliquefaction resistance of saturated sand deposits treated with sand compaction piles10
A probabilistic seismic hazard model for North Africa10
FOSID: a fractional order spectrum intensity for probabilistic seismic demand modeling of extended pile-shaft-supported highway bridges under liquefaction and transverse spreading10
Regional seismic damage analysis considering soil–structure cluster interaction using lumped parameter models: a case study of Sichuan University Wangjiang Campus buildings10
Evaluation of the seismic performance factors for steel diagrid structural systems using FEMA P-695 and ATC-19 procedures10
Shaking table testing and numerical simulation of the seismic response of a typical China ancient masonry tower10
Activation control extension of a design method of fluid viscous dissipative bracing systems10
The seismic analysis of Cerere at the Museum of Bargello10
Reconnaissance and learning after the February 6, 2018, earthquake in Hualien, Taiwan10
Empirical predictive model for seismic damage of historical churches10
Cyclic and monotonic performance of stiffened extended end-plate connections with large-sized bolts and thin end-plates10
Characterization of local and global capacity criteria for collapse assessment of code-conforming RC buildings10
Multi-functional solution model for spectrum compatible ground motion record selection using stochastic harmony search algorithm10
Damage assessment in single-nave churches and analysis of the most recurring mechanisms after the 2016–2017 central Italy earthquakes10
In situ characterization of nonlinear soil behavior of vertical ground motion using KiK-net data10
Regional based exposure models to account for local building typologies10
An extended probabilistic demand model with optimal intensity measures for seismic performance characterization of isolated bridges under coupled horizontal and vertical motions10
Reconnaissance of 2020 M 7.0 Samos Island (Aegean Sea) earthquake9
The December 9, 2020, Mw 5.5 Kudara earthquake (Middle Baikal, Russia): internet questionnaire hard test and macroseismic data analysis9
Technical guidelines for the assessment of earthquake induced liquefaction hazard at urban scale9
Relationships between empirical damage and direct/indirect costs for the assessment of seismic loss scenarios9
Fragility curves of non-ductile RC frame buildings on saturated soils including liquefaction effects and soil–structure interaction9
New insights into the relationship between seismic intensity measures and nonlinear structural response9
A discrete-cracking numerical model for the in-plane behavior of FRCM strengthened masonry panels9
Assessing the soil-structure interaction effects by direct method on the out-of-plane behavior of masonry structures (case study: Arge-Tabriz)9
Amplification features and observed damages in İzmir (Turkey) due to 2020 Samos (Aegean Sea) earthquake: identifying basin effects and design requirements9
Cyclic behaviors of reinforced concrete beam-column joints with debonded reinforcements and beam failure: experiment and analysis9
Enhance seismic performance of self-centering concentrically braced frames by using hybrid systems9
In-plane capacity of existing post-WWII beam-and-clay block floor systems9
Compliance-based estimation of seismic collapse risk of an existing reinforced concrete frame building9
Emergency response, intervention, and societal recovery in Greece and Turkey after the 30th October 2020, MW = 7.0, Samos (Aegean Sea) earthquake9
Dynamic properties of polyurethane from resonant column tests for numerical GSI study9
Developing GIS-based earthquake loss model: a case study of Baqiao District, China9
A comparative study on a complex URM building: part II—issues on modelling and seismic analysis through continuum and discrete-macroelement models9
Disaggregation of probabilistic seismic hazard and construction of conditional spectrum for China9
Locating the rocking section in self-centering bi-rocking walls to achieve the best seismic performance9
Seismic numerical modelling of suspended piping trapeze restraint installations based on component testing9
Evaluation of amplitude-scaled and spectrum-matched motions to estimate ground-motion amplification factors9
Seismic behavior of RC moment resisting structures with concrete shear wall under mainshock–aftershock seismic sequences9
Calculating earthquake damage building by building: the case of the city of Cologne, Germany9
Cyclic engagement of hysteretic steel dampers in braced buildings: a parametric investigation9
A Bayesian model for truncated regression for the estimation of empirical ground-motion models9
An empirical seismic vulnerability model9
Seismic fragility analysis of LNG sub-plant accounting for component dynamic interaction9
Probabilistic assessment of seismic-induced slope displacements: an application in Italy9
Wave-passage effects on seismic responses of pile–soil–cable-stayed bridge model under longitudinal non-uniform excitation: shaking table tests and numerical simulations9
The ratio of response spectra from seismic-type free-field and building foundation vibrations: the influence of rockburst parameters and simple models of kinematic soil-structure interaction9
Optimization of relative-span ratio in rocking steel braced dual-frames9
Seismic collapse capacity assessment of SDOF systems incorporating duration and instability effects9
Reducing uncertainty in seismic assessment of multiple masonry buildings based on monitored demolitions9
Empirical seismic vulnerability assessment model of typical urban buildings8
Seismic retrofit solutions using base isolation for existing RC buildings: economic feasibilty and pay-back time8
Simulation of the strong ground motion for the 20 July 2017 (Mw. 6.6) Bodrum–Kos earthquake8
Global buckling prevention of reduced-core-length buckling-restrained braces: theoretical and numerical investigations8
Seismic resilience evaluation of base-isolated RC buildings using a loss-recovery approach8
Seismic fragility assessment and maintenance management on regional bridges using bayesian multi-parameter estimation8
Critical evaluation of the customisation process of the UNDRR disaster resilience scorecard for cities to earthquake-induced soil liquefaction disaster events8
A comparative study on seismic fragility analysis of RC frame structures with consideration of modeling uncertainty under far-field and near-field ground motion excitation8
A displacement-based seismic design method for building structures with nonlinear viscoelastic dampers8
On the potential of using the Mexican National Catalogue of Historical Monuments for assessing the seismic vulnerability of existing buildings: a proof-of-concept study8
Seismic performance of composite joints between prefabricated steel-reinforced concrete columns and steel beams: experimental study8
Structural evaluation of masonry building damages during the April 24, 2014 Gökçeada earthquake in the Aegean Sea8
Estimation of MCS intensity for Italy from high quality accelerometric data, using GMICEs and Gaussian Naïve Bayes Classifiers8
A seismic risk classification framework for non-structural elements8
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 upgrading8
An online platform for bridge-specific fragility analysis of as-built and retrofitted bridges8
Evolutionary numerical model for cultural heritage structures via genetic algorithms: a case study in central Italy8
Probabilistic seismic demand and fragility analysis of a novel mid-rise large-span cassette structure8
Evolution of the seismic vulnerability of masonry buildings based on the damage data from L'Aquila 2009 event8
Overview and introduction to development of non-ergodic earthquake ground-motion models8
Damage tracking and evaluation of RC columns with structural performances by using seismic monitoring data8
Seismic site effects in the Red Zone of Amatrice hill detected via the mutual sustainment of experimental and computational approaches8
Guest editorial: seismic microzonation of Central Italy following the 2016–2017 seismic sequence8
Track structural damage index for high-speed railway girder bridges considering residual deformations due to earthquake8
Collapse and damage to vernacular buildings induced by 2012 Emilia earthquakes8
Comparative assessment of finite element macro-modelling approaches for seismic analysis of non-engineered masonry constructions8
Shear strength model for RC joints, consistent with the shear design rules for prismatic members in the second-generation Eurocodes8
Empirical fragility functions and loss curves for Italian business facilities based on the 2012 Emilia-Romagna earthquake official database8
A component-level methodology to evaluate the seismic repair costs of infills and services for Italian RC buildings8
The effect of rupture directivity, distance and skew angle on the collapse fragilities of bridges8
Classification and seismic fragility assessment of confined masonry school buildings8
Damage-based yield point spectra for sequence-type ground motions8
Seismic performance of RC frames with different column-to-beam flexural strength ratios under the excitation of pulse-like and non-pulse-like ground motion8
Large-scale seismic risk assessment integrating nonlinear soil behavior and soil–structure interaction effects8
Rope mesh as a seismic reinforcement for two-storey adobe buildings8
A simplified vulnerability model for the extensive liquefaction risk assessment of buildings8
A novel data-driven force–displacement macro-model for nonlinear analysis of infilled frames: development, validation and reliability comparison8
Latest findings on the behaviour factor q for the seismic design of URM buildings8
Implications of inter-storey-isolation (ISI) on seismic fragility, loss and resilience of buildings subjected to near fault ground motions8
Multiscale procedure to assign structural damage levels in masonry buildings from observed or numerically simulated seismic performance8
Shaking table test for externally-hung self-centering rocking wall structure8
Displacement-based assessment of typical Italian RC bridges8