Long-term dynamic monitoring and seismic response of the Milan Cathedral

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  P. 54-62

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  • Mechanical characterization of an innovative wall-to-floor connection for Cross-Laminated Timber structures
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  • Overview of seismic retrofitting solutions for precast RC buildings
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  • Simplified model for the seismic check of masonry arch bridges with finite compression strength
  • Potentiality of magnified motion in the monitoring of historical bridges : the case of the Ponte delle Torri in Spoleto
  • Minimal systems for the seismic design of bridges with different solutions for the bearings layout
  • Seismic design of high-speed rail viaducts
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  • An application of Stochastic Site Response Analysis
  • Structural monitoring : a new wireless strain measuring method
  • High-rise building dynamics identification through shaking table measurements on scale model for multi-hazard experiments
  • In-situ Test Results on Masonry Walls of Southern Italy
  • Experimental characterization of an innovative ductile masonry system for improved seismic response
  • Innovative experimental setup for coupled shear-compression tests on masonry panels
  • Recursive identification of frequency-amplitude model for damage detection in structures with non-linear behaviour
  • Evaluation and reduction of the truncation effects on modal flexibilitybaseddamage-sensitive features in frame buildings with mass irregularities
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  • Dynamic behaviour of an industrial building during the 2016-2017 Central Italy seismic sequence
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  • The evaluation of the soil-structure strengths in seismic zone
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  • Comparison between experimental test results and mechanical properties of masonries provided by the current Italian Building Code
  • Strengthened thin clay masonry infills : experimental analysis and validation of verification procedures
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  • Masonry ring beams reinforced with pultruded profiles and GFRP grids : the case study of Castello di Fossa
  • Case study of structural reinforcement of a masonry building
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  • Code requirement in BIS design to withstand large accelerations and design spectral values
  • An Alternative Solution for the Retrofit of a School Building Damaged by the Earthquake of 30 October 2016
  • Seismic retrofitting with damped braces of r.c. buildings exposed to different fire durations
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  • Optimization of dissipative re-centering seismic protection systems : a multi-level energetic approach
  • Resilience design of steel structures with the dissipative connections DRD.
  • Experimental seismic behaviour of base isolation systems in Italy during the 2016-2017 seismic sequence in Central Italy
  • Heating phenomena at the sliding interface of double curved surface sliders and resulting effects on the hysteretic behavior
  • Unbonded recycled rubber fiber reinforced bearings to isolate low-riseresidential buildings in developing countries : bidirectional shaking table experimental campaign
  • Seismic assessment analysis of the main fire station building in Naples
  • Seismic upgrading in hospital building by double concave friction pendulum bearings
  • Base Isolation as a design strategy for higher architectural performance
  • Design issues in Base Isolation
  • Optimum tuning frequency and damping ratios in Inter-story Isolation Systems (non-conventional TMDs) : a closed form solution
  • The role of the infills in the seismic retrofit of existing buildings using base isolation
  • Seismic reliability-based design of double sliding devices for hardening structures
  • Seismic reliability-based design of double sliding devices for softening structures
  • Stability evaluation for rubber bearings : code requirements and comparison with experimental results
  • Seismic retrofitting with damped braces of r.c. buildings exposed to different fire durations
  • Derivation of risk-targeted maps for Italy based on a simplified approach
  • Preliminary study on the impact of time-dependent seismic hazard on design capacity
  • Seismic risk maps for the Italian territory
  • The implementation of Italian National Seismic Program : a focus on seismic upgrading of critical buildings
  • From the building to the Town Compartments : effects of approximate inventory on the vulnerability at the territorial scale
  • A methodology to estimate the downtime of building structures using Fuzzy Logic
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  • Multi-linear models for the rapid assessment of the vulnerability of unreinforced masonry churches involved in the 2016-2017 Central Italy seismic sequence
  • Comparison among different methods aimed at collecting seismic vulnerability data for the preparation of building damage scenarios : experiences and applications
  • Novel seismic reliability indexes able to capture epistemic uncertainties
  • A practice-oriented approach to control the effects of epistemic uncertainties on the seismic fragility of reinforced concrete frames
  • Sensitivity of out-of-plane capacity to input parameters of Nepali URM walls
  • Damage assessment by 3D optoelectronic displacements measurements of a historic masonry prototype under shaking table tests
  • Vibration-based damage identification with application to a scaled masonry arch
  • Influence of infill masonry walls on the dynamic behaviour of steel frames : an experimental study
  • Dynamic and seismic characterization of a tall masonry Chimney
  • Synergetic application of Seismic Interferometry and Operational Modal Analysis for comprehensive SHM of historic structures
  • Terrestrial radar interferometry for the health monitoring of historical structures
  • Calibration and validation of numerical models from permanent monitoring system's data : the case study of the Fabriano Courthouse monitored by the Osservatorio Sismico delle Strutture
  • The significance of soil-foundation compliance on the dynamic identification of the Chiaravalle viaduct
  • Dynamic investigations and multiphysics modelling aimed at the study of the anomalous crack pattern existing on the structure of a wind turbine in operating conditions
  • Studies for the definition of seismic input for non-structural elements inside historical buildings
  • Amplification of seismic demand to a glass facade attached to a RC structure : an experimental simulation against a real earthquake
  • Seismic design of frameless glass structures : Requirements and practice
  • Development of seismic resistant glass partitions
  • Industrial Design, Structural Engineering, Computer Science and Chemistry for the development of life-saving furniture systems in seismic areas
  • Preliminary proposals for furnishing systems with life-saving function in seismic areas
  • Consideration on Italian code evolution of traffic loads in design of road bridges
  • Multi-level approach for the assessment of bridge and viaducts within road networks
  • Macroscale vulnerability and condition state assessment of bridges at municipality level
  • Structural risk of existing bridges : preliminary considerations on thescenario of Caserta Province
  • Seismic vulnerability of the Strada dei Parchi viaducts
  • Seismic assessment of Maillart-arch-type Bridge : the case study of Viadotto Olivieri in Salerno
  • Retrofit strategies for Maillart-arch-type bridge : the case study of Viadotto Olivieri in Salerno
  • Preliminary probabilistic assessment of the seismic response of link slab viaducts
  • Cloud Computing Strategies for Health Monitoring of Bridge Structural Systems
  • A Decision Support System for the Emergency Management of Highways in the Event of Earthquakes
  • Approximation of soil-pile foundation impedances and input motion in timedomain inertial superstructure analyses
  • Site effects on analytical fragility curves of bridge piers
  • Soil-Structure-Interaction applied to the analysis of a highway bridge
  • Soil-structure interaction dynamic analysis of MRF (moment resisting frame) and CBF (concentrically braces frame) steel structures
  • Field tests on a soil-foundation-structure system subjected to scour
  • Shaking Table tests on Integral Bridge model including Soil-Structure Interaction
  • An innovative seismic SSI zonation for the city of Catania (Italy)
  • Performance assessment of RC petrochemical pipe racks including SSI-effects
  • Empirical damage and repair costs for the assessemnt of seismic loss scenarios
  • Use of empirical fragility curves for assessing seismic risk at the national scale
  • A suite of data-based seismic consequence assessment tools for precast buildings : Results of research project DatA ESPerT
  • The role of damage extent in the estimation of direct economic losses of existing RC buildings
  • Repair costs of infills and partitions and correlation with earthquake damage for R.C. buildings
  • Simplified displacement-based economic loss assessment of single-story steel buildings : simplified vs. full 3D models
  • Derivation of empirical fragility curves for residential masonry buildings
  • A model for seismic usability assessment of unreinforced masonry buildings
  • Post-earthquake reconstruction of the city of L'Aquila : case histories of the Special Office, beyond the parametric costs
  • Building aggregates of historical centers : damage analysis and preliminary remarks on reconstruction costs of the Municipalities of the Crater affected by the 2009 L'Aquila earthquake
  • A simplified methodology for seismic repair costs assessment in RC buildings : an application to L'Aquila 2009 event
  • Using the empirical evidences of the 2012 Emilia-Romagna earthquake for assessing the convenience of seismic retrofitting measure on long-spanbeam structures
  • Preliminary correlation analysis between costs of repair and strengthening works after the 1979 earthquake and empirical damage observed after the 2016 seismic sequence in masonry buildings in the historical centre of Norcia
  • Numerical simulations of single-lap shear tests on carbon FRCM
  • A numerical study on the effect of the interface material model on the tensile behaviour of FRCM strips
  • FRCM for the in-plane shear strengthening of masonry panels with irregular texture
  • FRCM composites for the out-of-plane retrofitting of masonry walls
  • In-plane response of mortar plates strengthened by traditional or innovative reinforcement materials
  • Shear Capacity of masonry panels strengthened by a TRM composite system made of hydraulic-lime mortar and flax textile
  • Implementation of an efficient 3D damage model for concrete and masonry
  • A novel OpenSees element with improved friction model for Friction Pendulum System isolators
  • Seismic Performance of Existing RC Structures retrofitted with Hysteretic Devices
  • Flexure-shear interaction phenomena in seismic assessment of reinforced concrete frames
  • Optimal seismic retrofitting of reinforced concrete columns with steel jacketing technique : a pushover-based genetic algorithm approach
  • Combined IP/OOP parametric non-linear static analysis on RC frame buildings infilled with strengthened thin masonry panels
  • Nonlinear static and dynamic assessment of the seismic performance of RC buildings considering the out-of-plane collapse of URM infills
  • Out-of-Plane fragility of infill walls with and without prior in-plane damage
  • Risk assessment of bridge's piers subjected to multiple earthquakes
  • Response of RC frames under pulse-like seismic ground motion : sensitivity analysis and relevance of the dominant pulse
  • Structural health after an earthquake : preliminary considerations on damage indices and MEMS accelerometers
  • Integrated BIM-based Framework for Actual and Post-earthquake Structural Assessment of Existing Buildings
  • Selection of the optimal updated model in multi-objective optimization problems
  • A novel identification procedure from ambient vibration data for buildings of the cultural heritage
  • Damage detection and optimal sensor placement in health monitoring of Collegiata di Santa Maria in Visso (Central Italy)
  • Long-term dynamic monitoring and seismic response of the Milan Cathedral
  • Sensors grid influence on damage detection for masonry towers : a numerical investigation based on the modal curvatures
  • Monitoring-based post-earthquake damage localization in an historic masonry tower using novelty analysis and surrogate modeling
  • On the dynamics of the civic clock tower of Rotella (Ascoli Piceno) severly damaged by the Central Italy seismic sequence of 2016
  • Leeb hardness experimental tests for mechanical characterization of structural steels
  • Recent results on the use of smart bricks for earthquake-induced damage detection in masonry structures
  • Assessment of the rigid behaviour of diaphragms from ambient vibration measurements : application to masonry buildings in pre and postearthquake conditions
  • Distributed Measurements in Reinforced Concrete Beam
  • Experimental detection of the residual prestressing level in pre-tensioned and post-tensioned reinforced concrete beams by means of nondestructive tests
  • Results of the dynamic monitoring of a school in Camerino (MC) during aftershocks of Central Italy Earthquake
  • Monitoring systems for damage detection of RC buildings in seismic area
  • Seismic damage assessment of precast reinforced concrete buildings based on monitoring data
  • Seismic response of RC frames with HSTC beams endowed with friction damper devices
  • Seismic performance of a hybrid frame equipped with Innovative plugandplay joint
  • Design of friction connections in R.C. structures with hybrid steel-trussed-concrete beams
  • Preliminary studies on a prefabricated hybrid steel-concrete seismicresistant wall
  • Assessment of the behaviour of traditional (RBS) and innovative (FREEDAM) beam-to-column connections on a real scale steel structure submitted to pseudo-dynamic tests
  • Design and seismic assessment of MRFs and D-CBFs equipped with frictional connections
  • Experimental analysis of low-damage dissipative column base joints equipped with self-centring systems
  • Design And Analysis Of A Steel Seismic Resilient Frame Equipped With Self- Centering Column Bases With Friction Devices
  • Rocking Damage-Free Steel Column Base with Friction Devices : Design, Numerical and Experimental Evaluation
  • Seismic risk assessment and management in major hazard industrial plants
  • Seismic risk mitigation in industrial plants with structural fastening systems
  • On the resilience calculation of process plants in seismic regions based on Monte Carlo Simulation
  • A short-cut methodology for the selection of critical units in major-hazard plants under seismic loading
  • A surrogate model for fragility analysis of unanchored storage tanks in seismic prone-areas based on Gaussian process modelling
  • Seismic failure modes and damage state/loss of containment relationship of industrial equipment
  • A simplified procedure for seismic risk assessment of masonry school buildings
  • The role of dynamic testing in rapid screening of seismic vulnerability of strategic reinforced concrete buildings
  • A priority-ranking procedure to assess seismic vulnerability of school buildings at territorial scale
  • Seismic overall simplified strategies for vulnerability assessment of healthcare structures
  • Structural and damage data analysis of a stock of URM schools struck by the 2016/2017 Central Italy earthquake
  • Seismic assessment of school buildings : analysis of structural types and vulnerability
  • Analysis of the first results of the seismic vulnerability programme of schools in Abruzzo : state of implementation and issues emerged
  • Classification of Friuli-Venezia Giulia masonry school buildings for seismic risk models purposes
  • Pushover analysis of reinforced concrete framed structures : comparison between response obtained using beam or multi-layered shell elements
  • An integrated design approach for the retrofit of existing RC school buildings
  • PELL-Seismic-School : integrated, standardized and interoperable platform supporting the seismic vulnerability assessment of Italian schools
  • The CHeRiSH project : towards a multilevel, multi-hazard risk assessment framework for cultural heritage assets in the Philippines
  • A procedure for prioritization of seismic risk mitigation actions : the case study of schools buildings in Calabria region
  • Preliminary fragility analysis of a r.c. frame school building retrofitted by an external dissipative system
  • Macroelement modelling of a monitored URM school building accounting for seismic damage accumulation