Bulletin of Earthquake Engineering

Article	Citations
The Italian earthquake catalogue CPTI15	165
Seismic risk assessment of residential buildings in Italy	108
Development of a fragility and vulnerability model for global seismic risk analyses	88
The heuristic vulnerability model: fragility curves for masonry buildings	74
Empirical fragility curves for Italian URM buildings	67
Empirical fragility curves for Italian residential RC buildings	66
Numerical simulation of the seismic response and soil–structure interaction for a monitored masonry school building damaged by the 2016 Central Italy earthquake	58
A regionally-adaptable ground-motion model for shallow crustal earthquakes in Europe	55
Analytical and numerical seismic assessment of heritage masonry towers	50
Two frugal options to assess class fragility and seismic safety for low-rise reinforced concrete school buildings in Southern Italy	49
Seismic fragility for Italian RC buildings based on damage data of the last 50 years	48
Damages to masonry churches after 2016–2017 Central Italy seismic sequence and definition of fragility curves	43
Mechanics-based fragility curves for Italian residential URM buildings	43
A practical approach for estimating the floor deformability in existing RC buildings: evaluation of the effects in the structural response and seismic fragility	41
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 buildings	40
Towards the updated Italian seismic risk assessment: exposure and vulnerability modelling	40
Study on the influence of trains on the seismic response of high-speed railway structure under lateral uncertain earthquakes	38
Investigating the effects of structural pounding on the seismic performance of adjacent RC and steel MRFs	38
Earthquake-induced damage localization in an historic masonry tower through long-term dynamic monitoring and FE model calibration	37
Probabilistic seismic assessment of RC box-girder highway bridges with unequal-height piers subjected to earthquake-induced pounding	36
IRMA platform for the calculation of damages and risks of Italian residential buildings	36
A review of experimental and analytical studies on the out-of-plane behaviour of masonry infilled frames	36
ANUB-Aggregates: a fully automatic NURBS-based software for advanced local failure analyses of historical masonry aggregates	36
Empirical vulnerability curves for Italian mansory buildings: evolution of vulnerability model from the DPM to curves as a function of accelertion	34

Analytical-mechanical based framework for seismic overall fragility analysis of existing RC buildings in town compartments	32
Multi-level performance-based design optimisation of steel frames with nonlinear viscous dampers	31
Checking the site categorization criteria and amplification factors of the 2021 draft of Eurocode 8 Part 1–1	31
Nonlinear dynamic behaviour of severely corroded reinforced concrete columns: shaking table study	30
2015 Nepal earthquake: seismic performance and post-earthquake reconstruction of stone in mud mortar masonry buildings	30
Numerical investigation of the influence of cross-sectional shape and corrosion damage on failure mechanisms of RC bridge piers under earthquake loading	30
Assessment of the effectiveness of Multiple-Stripe Analysis by using a stochastic earthquake input model	29
Analytical fragility curves for masonry school building portfolios in Nepal	29
Limitations of Sa(T1) as an intensity measure when assessing non-ductile infilled RC frame structures	28
Seismic loss and resilience assessment of single-column rocking bridges	28
Performance of structures in İzmir after the Samos island earthquake	28
Nonlinear modeling of the seismic response of masonry structures: critical review and open issues towards engineering practice	28
The Italian approach to seismic microzonation	27
Benchmarking the software packages to model and assess the seismic response of unreinforced masonry existing buildings through nonlinear static analyses	26
Effect of pulse-like near-fault ground motions on utility-scale land-based wind turbines	26
The Mw5.4 Zagreb (Croatia) earthquake of March 22, 2020: impacts and response	26
Effects of ground-motion sequences on fragility and vulnerability of case-study reinforced concrete frames	26
Application of the SP-BELA methodology to RC residential buildings in Italy to produce seismic risk maps for the national risk assessment	26
Integrating expected loss and collapse risk in performance-based seismic design of structures	26
Spectral decomposition of the Engineering Strong Motion (ESM) flat file: regional attenuation, source scaling and Arias stress drop	25
Effects of size and position of openings on in-plane capacity of unreinforced masonry walls	25
Observations from the 26th November 2019 Albania earthquake: the earthquake engineering field investigation team (EEFIT) mission	25
Inelastic floor spectra for designing anchored acceleration-sensitive nonstructural components	25
Relationships between ground motion parameters and macroseismic intensity for Italy	24
Cyclic test on a precast reinforced concrete column-to-foundation grouted duct connection	24
Effects of the vertical seismic component on seismic performance of an unreinforced masonry structures	24
A regionally-adaptable “scaled backbone” ground motion logic tree for shallow seismicity in Europe: application to the 2020 European seismic hazard model	24
Effects of various modeling uncertainty parameters on the seismic response and seismic fragility estimates of the aging highway bridges	23
Assessment and mitigation of seismic risk at the urban scale: an application to the historic city center of Leiria, Portugal	23
Seismic vulnerability assessment of masonry buildings in Banja Luka and Sarajevo (Bosnia and Herzegovina) using the macroseismic model	23
Seismic fragility assessment of geotechnical seismic isolation (GSI) for bridge configuration	23
An advanced intensity measure for residual drift assessment of steel BRB frames	23
A field trial to test the efficiency of induced partial saturation and horizontal drains to mitigate the susceptibility of soils to liquefaction	23
Seismic vulnerability and loss assessment of an isolated simply-supported highway bridge retrofitted with optimized superelastic shape memory alloy cable restrainers	23
Nonlinear modelling of the seismic response of masonry structures: Calibration strategies	22
A comparative study on a complex URM building: part I—sensitivity of the seismic response to different modelling options in the equivalent frame models	22
Effects of dynamic soil-structure interaction on seismic behaviour of high-rise buildings	22
Geological and geotechnical models definition for 3rd level seismic microzonation studies in Central Italy	22
Simplified calculation modeling method of multi-span bridges on high-speed railways under earthquake condition	22
A probabilistic seismic hazard map for the metropolitan France	21
A new method for earthquake-induced damage identification in historic masonry towers combining OMA and IDA	21
Integrated economic and environmental building classification and optimal seismic vulnerability/energy efficiency retrofitting	21
Fragility assessment of existing low-rise steel moment-resisting frames with masonry infills under mainshock-aftershock earthquake sequences	21
Full‐scale shake‐table tests on two unreinforced masonry cavity‐wall buildings: effect of an innovative timber retrofit	21
24 January 2020 Sivrice-Elazığ, Turkey earthquake: geotechnical evaluation and performance of structures	21
Experimental investigation of the in-plane cyclic behaviour of calcium silicate brick masonry walls	20
Simplified seismic assessment of infilled RC frame structures	20
An empirical method for seismic vulnerability assessment of Nepali school buildings	20
Seismic fragility analysis of URM buildings founded on piles: influence of dynamic soil–structure interaction models	20
The significance of considering multiple angles of seismic incidence for estimating engineering demand parameters	20

Numerical evaluation of the seismic performance of existing reinforced concrete buildings with corroded smooth rebars	20
Quantifying the effects of various uncertainties on seismic risk assessment of CFS structures	20
Fragility curves for Italian URM buildings based on a hybrid method	20
The effect of damping on floor spectral accelerations as inferred from instrumented buildings	19
Effects of soil-foundation-structure interaction on fundamental frequency and radiation damping ratio of historical masonry building sub-structures	19
Damage assessment of modern masonry buildings after the L’Aquila earthquake	19
Ground motion models for the new seismic hazard model of Italy (MPS19): selection for active shallow crustal regions and subduction zones	19
Indicators for site characterization at seismic station: recommendation from a dedicated survey	19
A novel all-steel buckling restrained brace for seismic drift mitigation of steel frames	19
Comparing the performance of traditional shear-wall and rocking shear-wall structures designed using the direct-displacement based design approach	19
Seismic fragility assessment framework for highway bridges based on an improved uniform design-response surface model methodology	19
Seismic response of a masonry church in Central Italy: the role of interventions on the roof	18
Eccentric steel brace retrofit for seismic upgrading of deficient reinforced concrete frames	18
Rapid screening method for the determination of seismic vulnerability assessment of RC building stocks	18
Assessing community resilience, housing recovery and impact of mitigation strategies at the urban scale: a case study after the 2012 Northern Italy Earthquake	18
Numerical study of the seismic performance and damage mitigation of steel–concrete composite rigid-frame bridge subjected to across-fault ground motions	18
Experimental and analytical studies of sub-standard RC frames retrofitted with buckling-restrained braces and steel frames	18
Correlations between macroseismic intensity estimations and ground motion measures of seismic events	18
A procedure for the seismic risk assessment of the cultural heritage	18
Verification of seismic risk models using observed damages from past earthquake events	18
Quantifying seismic risk in structures via simplified demand–intensity models	18
R-CRISIS: 35 years of continuous developments and improvements for probabilistic seismic hazard analysis	17
Experimental seismic response evaluation of suspended piping restraint installations	17
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 bearings	17
Seismic intensity measures for risk assessment of bridges	17
A direct displacement-based seismic design method using a MDOF equivalent system: application to R/C framed structures	17
A liquefaction case study of gently sloping gravelly soil deposits in the near-fault region of the 2008 Mw7.9 Wenchuan earthquake	17
Seismic vulnerability of above-ground storage tanks with unanchored support conditions for Na-tech risks based on Gaussian process regression	17
Strut-and-tie model for shear strength prediction of RC exterior beam–column joints under seismic loading	17
Sand-granulated rubber mixture to prevent liquefaction-induced uplift of buried pipes: a shaking table study	17
Seismic damage and fragility assessment of ancient masonry churches located in central Chile	17
Empirical fragility curves of engineered steel and RC residential buildings after Mw 7.3 2017 Sarpol-e-zahab earthquake	17
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 region	16
Generation of new fragility curves for common types of buildings in Iran	16
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 motions	16
Impact of exposure spatial resolution on seismic loss estimates in regional portfolios	16
Model of seismic design lateral force levels for the existing reinforced concrete European building stock	16
Resilience-based performance and design of SMA/sliding bearing isolation system for highway bridges	16
Megazonation of earthquake-induced soil liquefaction hazard in continental Europe	16
Seismic fragility analysis of irregular bridges with non-circular tall piers considering ground motion directionality	16
Seismic damage assessment of masonry buildings in Elazığ and Malatya following the 2020 Elazığ-Sivrice earthquake, Turkey	16
Vulnerability modellers toolkit, an open-source platform for vulnerability analysis	16
Vulnerability prediction model of typical structures considering empirical seismic damage observation data	16
Evaluating alternative approaches for the seismic design of structures	15
Hybrid simulation of bridges constructed with concrete-filled steel tube columns subjected to horizontal and vertical ground motions	15
Nonlinear finite and discrete element simulations of multi-storey masonry walls	15
Analytical modeling of corroded RC columns considering flexure-shear interaction for seismic performance assessment	15
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 Norcia	15
Performance evaluation of buckling-restrained braced frames under repeated earthquakes	15
A non-ergodic effective amplitude ground-motion model for California	15
Empirical fragility assessment using conditional GMPE-based ground shaking fields: application to damage data for 2016 Amatrice Earthquake	15
Running test on high-speed railway track-simply supported girder bridge systems under seismic action	15
Semi-empirical relationships to assess the seismic performance of slopes from an updated version of the Italian seismic database	15
On the seismic fragility of pipe rack—piping systems considering soil–structure interaction	15
A ground motion model for volcanic areas in Italy	14
Extensive surface geophysical prospecting for seismic microzonation	14
Experimental seismic response of a resilient 3-storey post-tensioned timber framed building with dissipative braces	14
The response of self-centering concrete walls under quasi-static loading	14
Use of scrap tire pads in vibration control system for seismic response reduction of buildings	14
Influence of earthquake duration on structural collapse assessment using hazard-consistent ground motions for shallow crustal earthquakes	14
Seismic reliability analysis of steel moment-resisting frames retrofitted by vertical link elements using combined series–parallel system approach	14
A methodological framework to relate the earthquake-induced frequency reduction to structural damage in masonry buildings	14
Nonlinear seismic fragility assessment of tall buildings equipped with tuned mass damper (TMD) and considering soil-structure interaction effects	14
Selection and spectral matching of recorded ground motions for seismic fragility analyses	14
Characteristics of the 2020 Samos earthquake (Aegean Sea) using seismic data	14
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 approach	14
Seismic response assessment of a hybrid coupled wall structure with novel self-centering steel truss coupling beams	14
Fragility-based analysis of the influence of effective stiffness of reinforced concrete members in shear wall buildings	14
Cyclic response and modelling of special moment resisting beams exhibiting fixed-end rotation	13
Seismic performance of RC frame buildings accounting for the out-of-plane behavior of masonry infills	13
Rapid assessment of earthquake risk for Bosnia and Herzegovina	13
Influence of near-fault ground motion characteristics on the seismic response of cable-stayed bridges	13
Seismic demand model class uncertainty in seismic loss analysis for a code-designed URM infilled RC frame building	13
Centrifuge and numerical modelling of earthquake-induced soil liquefaction under free-field conditions and by considering soil–structure interaction	13
Spatial correlation of broadband earthquake ground motion in Norcia (Central Italy) from physics-based simulations	13
Seismic behaviour of eccentrically compressed steel-box bridge-pier columns with embedded energy-dissipating shell plates	13
In-plane lateral cyclic behaviour of lime-mortar and clay-brick masonry walls in dry and wet conditions	13
Dynamic and probabilistic seismic performance assessment of precast prestressed reinforced concrete frames incorporating slab influence through three-dimensional spatial model	13

Seismic vulnerability assessment of minor Italian urban centres: development of urban fragility curves	13
The influence of source- and ground-motion model choices on probabilistic seismic hazard levels at 6 sites in France	12
Seismic fragility of buried steel natural gas pipelines due to axial compression at geotechnical discontinuities	12
Seismic response of a small-scale masonry groin vault: experimental investigation by performing quasi-static and shake table tests	12
Optimum parameters and performance of negative stiffness and inerter based dampers for base-isolated structures	12
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 properties	12
On the reliability of the equivalent frame models: the case study of the permanently monitored Pizzoli’s town hall	12
Random field model of sequential ground motions	12
Modelling the nonlinear static response of a 2-storey URM benchmark case study: comparison among different modelling strategies using two- and three-dimensional elements	12
Design and development of low-cost HDRBs seismic isolation of structures	12
Seismic behaviour of piles in non-liquefiable and liquefiable soil	12
Earthquake hazard and risk analysis for natural and induced seismicity: towards objective assessments in the face of uncertainty	12
Experimental investigation of “dry” jointed precast concrete frame sub-assemblies with steel angle and tube connections	12
Event-based assessment of seismic resilience in Mexican school buildings	12
NODE: a large‐scale seismic risk prioritization tool for Italy based on nominal structural performance	12
Effects of unbonded steel layout on seismic behavior of post-tensioned precast concrete shear walls	12
Spatial variability of the urban ground motion in a highly heterogeneous site-city configurations	12
Census-based typological usability fragility curves for Italian unreinforced masonry buildings	11
The value of seismic structural health monitoring for post-earthquake building evacuation	11
Modelling the seismic response of a 2-storey URM benchmark case study: comparison among different equivalent frame models	11
A universal approach for evaluating earthquake safety level based on societal fatality risk	11
Quality assessment for site characterization at seismic stations	11
Out-of-plane reinforcement of masonry walls using joint-embedded steel cables	11
Parametric study of seismic collapse performance of lightweight buildings with spherical deformable rolling isolation system	11
A parametric study on out-of-plane instability of doubly reinforced structural walls. Part I: FEM predictions	11
Seismic risk and loss estimation for the building stock in Isfahan: part II—hazard analysis and risk assessment	11
A probabilistic seismic hazard assessment for Wylfa Newydd, a new nuclear site in the United Kingdom	11
Analytical investigation of the seismic response of elastic oscillators placed on the top of rocking storey	11
Seismic capacity and vulnerability assessment considering ageing effects: case study—three local Portuguese RC buildings	11
Axial response of rectangular RC prisms representing the boundary elements of ductile concrete walls	11
Seismic risk and loss estimation for the building stock in Isfahan. Part I: exposure and vulnerability	11
Seismic design of RC moment-resisting frames with concrete block infill walls considering local infill-frame interactions	11
The Polito Surface Wave flat-file Database (PSWD): statistical properties of test results and some inter-method comparisons	11
Computer vision-based automated stiffness loss estimation for seismically damaged non-ductile reinforced concrete moment frames	11
Accounting for directivity-induced pulse-like ground motions in building portfolio loss assessment	11
Seismic behavior of precast reinforced concrete column-to-foundation grouted duct connections	11
Seismic collapse assessment of new European single-story RC precast buildings with weak connections	11
Revisiting flexural overstrength in RC beam-and-slab floor systems for seismic design and evaluation	11
Magnetic damped links to reduce internal seismic pounding in base-isolated buildings	11
Empirical seismic vulnerability analysis of infrastructure systems in Nepal	11
Performance-based damage evaluation of hybrid joints	11
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 chimneys	11
A non-ergodic ground-motion model of Fourier amplitude spectra for France	11
A benchmark 1 g shaking table test of shallow segmental mini-tunnel in sand	11
Shaking table tests of granite cladding with dowel pin connection	11
Tuned-mass-damper-inerter optimal design and performance assessment for multi-storey hysteretic buildings under seismic excitation	11
NDE1.0: a new database of earthquake data recordings from buildings for engineering applications	11
Nonlinear dynamic response of stone masonry minarets under harmonic excitation	10
Liquefaction and reliquefaction resistance of saturated sand deposits treated with sand compaction piles	10
A probabilistic seismic hazard model for North Africa	10
FOSID: a fractional order spectrum intensity for probabilistic seismic demand modeling of extended pile-shaft-supported highway bridges under liquefaction and transverse spreading	10
Regional seismic damage analysis considering soil–structure cluster interaction using lumped parameter models: a case study of Sichuan University Wangjiang Campus buildings	10
Evaluation of the seismic performance factors for steel diagrid structural systems using FEMA P-695 and ATC-19 procedures	10
Shaking table testing and numerical simulation of the seismic response of a typical China ancient masonry tower	10
Activation control extension of a design method of fluid viscous dissipative bracing systems	10
The seismic analysis of Cerere at the Museum of Bargello	10
Reconnaissance and learning after the February 6, 2018, earthquake in Hualien, Taiwan	10
Empirical predictive model for seismic damage of historical churches	10
Cyclic and monotonic performance of stiffened extended end-plate connections with large-sized bolts and thin end-plates	10
Characterization of local and global capacity criteria for collapse assessment of code-conforming RC buildings	10
Multi-functional solution model for spectrum compatible ground motion record selection using stochastic harmony search algorithm	10
Damage assessment in single-nave churches and analysis of the most recurring mechanisms after the 2016–2017 central Italy earthquakes	10
In situ characterization of nonlinear soil behavior of vertical ground motion using KiK-net data	10
Regional based exposure models to account for local building typologies	10
An extended probabilistic demand model with optimal intensity measures for seismic performance characterization of isolated bridges under coupled horizontal and vertical motions	10
Reconnaissance of 2020 M 7.0 Samos Island (Aegean Sea) earthquake	9
The December 9, 2020, Mw 5.5 Kudara earthquake (Middle Baikal, Russia): internet questionnaire hard test and macroseismic data analysis	9
Technical guidelines for the assessment of earthquake induced liquefaction hazard at urban scale	9
Relationships between empirical damage and direct/indirect costs for the assessment of seismic loss scenarios	9
Fragility curves of non-ductile RC frame buildings on saturated soils including liquefaction effects and soil–structure interaction	9
New insights into the relationship between seismic intensity measures and nonlinear structural response	9
A discrete-cracking numerical model for the in-plane behavior of FRCM strengthened masonry panels	9
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 requirements	9
Cyclic behaviors of reinforced concrete beam-column joints with debonded reinforcements and beam failure: experiment and analysis	9
Enhance seismic performance of self-centering concentrically braced frames by using hybrid systems	9
In-plane capacity of existing post-WWII beam-and-clay block floor systems	9
Compliance-based estimation of seismic collapse risk of an existing reinforced concrete frame building	9
Emergency response, intervention, and societal recovery in Greece and Turkey after the 30th October 2020, MW = 7.0, Samos (Aegean Sea) earthquake	9
Dynamic properties of polyurethane from resonant column tests for numerical GSI study	9
Developing GIS-based earthquake loss model: a case study of Baqiao District, China	9
A comparative study on a complex URM building: part II—issues on modelling and seismic analysis through continuum and discrete-macroelement models	9
Disaggregation of probabilistic seismic hazard and construction of conditional spectrum for China	9
Locating the rocking section in self-centering bi-rocking walls to achieve the best seismic performance	9
Seismic numerical modelling of suspended piping trapeze restraint installations based on component testing	9
Evaluation of amplitude-scaled and spectrum-matched motions to estimate ground-motion amplification factors	9
Seismic behavior of RC moment resisting structures with concrete shear wall under mainshock–aftershock seismic sequences	9
Calculating earthquake damage building by building: the case of the city of Cologne, Germany	9
Cyclic engagement of hysteretic steel dampers in braced buildings: a parametric investigation	9
A Bayesian model for truncated regression for the estimation of empirical ground-motion models	9
An empirical seismic vulnerability model	9
Seismic fragility analysis of LNG sub-plant accounting for component dynamic interaction	9
Probabilistic assessment of seismic-induced slope displacements: an application in Italy	9
Wave-passage effects on seismic responses of pile–soil–cable-stayed bridge model under longitudinal non-uniform excitation: shaking table tests and numerical simulations	9
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 interaction	9
Optimization of relative-span ratio in rocking steel braced dual-frames	9
Seismic collapse capacity assessment of SDOF systems incorporating duration and instability effects	9
Reducing uncertainty in seismic assessment of multiple masonry buildings based on monitored demolitions	9
Empirical seismic vulnerability assessment model of typical urban buildings	8
Seismic retrofit solutions using base isolation for existing RC buildings: economic feasibilty and pay-back time	8
Simulation of the strong ground motion for the 20 July 2017 (Mw. 6.6) Bodrum–Kos earthquake	8
Global buckling prevention of reduced-core-length buckling-restrained braces: theoretical and numerical investigations	8
Seismic resilience evaluation of base-isolated RC buildings using a loss-recovery approach	8
Seismic fragility assessment and maintenance management on regional bridges using bayesian multi-parameter estimation	8
Critical evaluation of the customisation process of the UNDRR disaster resilience scorecard for cities to earthquake-induced soil liquefaction disaster events	8
A comparative study on seismic fragility analysis of RC frame structures with consideration of modeling uncertainty under far-field and near-field ground motion excitation	8
A displacement-based seismic design method for building structures with nonlinear viscoelastic dampers	8
On the potential of using the Mexican National Catalogue of Historical Monuments for assessing the seismic vulnerability of existing buildings: a proof-of-concept study	8
Seismic performance of composite joints between prefabricated steel-reinforced concrete columns and steel beams: experimental study	8
Structural evaluation of masonry building damages during the April 24, 2014 Gökçeada earthquake in the Aegean Sea	8
Estimation of MCS intensity for Italy from high quality accelerometric data, using GMICEs and Gaussian Naïve Bayes Classifiers	8
A seismic risk classification framework for non-structural elements	8
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 upgrading	8
An online platform for bridge-specific fragility analysis of as-built and retrofitted bridges	8
Evolutionary numerical model for cultural heritage structures via genetic algorithms: a case study in central Italy	8
Probabilistic seismic demand and fragility analysis of a novel mid-rise large-span cassette structure	8
Evolution of the seismic vulnerability of masonry buildings based on the damage data from L'Aquila 2009 event	8
Overview and introduction to development of non-ergodic earthquake ground-motion models	8
Damage tracking and evaluation of RC columns with structural performances by using seismic monitoring data	8
Seismic site effects in the Red Zone of Amatrice hill detected via the mutual sustainment of experimental and computational approaches	8
Guest editorial: seismic microzonation of Central Italy following the 2016–2017 seismic sequence	8
Track structural damage index for high-speed railway girder bridges considering residual deformations due to earthquake	8
Collapse and damage to vernacular buildings induced by 2012 Emilia earthquakes	8
Comparative assessment of finite element macro-modelling approaches for seismic analysis of non-engineered masonry constructions	8
Shear strength model for RC joints, consistent with the shear design rules for prismatic members in the second-generation Eurocodes	8
Empirical fragility functions and loss curves for Italian business facilities based on the 2012 Emilia-Romagna earthquake official database	8
A component-level methodology to evaluate the seismic repair costs of infills and services for Italian RC buildings	8
The effect of rupture directivity, distance and skew angle on the collapse fragilities of bridges	8
Classification and seismic fragility assessment of confined masonry school buildings	8
Damage-based yield point spectra for sequence-type ground motions	8
Seismic performance of RC frames with different column-to-beam flexural strength ratios under the excitation of pulse-like and non-pulse-like ground motion	8
Large-scale seismic risk assessment integrating nonlinear soil behavior and soil–structure interaction effects	8
Rope mesh as a seismic reinforcement for two-storey adobe buildings	8
A simplified vulnerability model for the extensive liquefaction risk assessment of buildings	8
A novel data-driven force–displacement macro-model for nonlinear analysis of infilled frames: development, validation and reliability comparison	8
Latest findings on the behaviour factor q for the seismic design of URM buildings	8
Implications of inter-storey-isolation (ISI) on seismic fragility, loss and resilience of buildings subjected to near fault ground motions	8
Multiscale procedure to assign structural damage levels in masonry buildings from observed or numerically simulated seismic performance	8
Shaking table test for externally-hung self-centering rocking wall structure	8
Displacement-based assessment of typical Italian RC bridges	8