Experimental seismic behaviour of base isolation systems in Italy during the 2016-2017 seismic sequence in Central Italy

P. 125-133

• Chapitres du même volume (disponibles individuellement)

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  • La campagna Diamoci una scossa! : contenuti e metodologia della scheda
  • Seismic risk evaluation of water elevated tanks
  • Empirical seismic fragility of different typologies of precast RC industrial buildings
  • Utilizzo della scheda Cartis per aggiornamento dell'inventario ed effetto sulle stime di vulnerabilità a scala territoriale
  • Caratterizzazione tipologico-strutturale e valutazione della vulnerabilità sismica dell'edificato ordinario in muratura della Provincia di Caserta attraverso i parametri della scheda CARTIS
  • Caratterizzazione tipologico-strutturale e valutazione della vulnerabilità sismica degli edifici in cemento armato della Provincia di Caserta attraverso i parametri della scheda CARTIS
  • Aggiornamento ed ottimizzazione di strumenti schedografici multi-livello per il rilievo del danno e della vulnerabilità di edifici esistenti in muratura oggetto di interventi pregressi in zona sismica
  • The risk assessment of the Vallicelle district located in Camerino
  • Effetti di sito e modelli di danno a seguito della sequenza sismica del Centro Italia del 2016 : il caso studio del comune di Campotosto (Abruzzo)
  • Effect of the different data survey scale on assessment of seismic exposure and vulnerability of the historic center of Caltabellotta
  • Valutazione della vulnerabilità sismica degli aggregati in muratura : il caso di Borgo San Rocco a Sora (Italia)
  • Stima della vulnerabilità sismica dei centri urbani: il caso di Forlì
  • Vulnerabilità sismica di archi in muratura : uno studio parametrico con approccio cinematico
  • Risk analysis of existing building heritage through damage assessment after L'Aquila earthquake 2009
  • Valutazioni preliminari su base sperimentale per un criterio di stabilità di oggetti appoggiati
  • Generating Shake Maps : Conditional GMPE-based Ground Shaking Fields with Site Effects
  • N2 with Cloud : A Non-Linear Dynamic Analysis Procedure for the Equivalent SDOF System
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  • Uso dei codici di calcolo per l'analisi sismica nonlineare di edifici in muratura : confronto dei risultati ottenuti con diversi software su un caso studio reale
  • Selezione dell'intervento di adeguamento sismico : il ruolo del BIM nel processo decisionale
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  • Calibration of a Simplified Model for Dynamic Response Assessment of Infilled RC Buildings
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  • Seismic empirical fragility curves of the Marche Region churches after the 2016 Central Italy seismic sequence
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  • Valutazione della vulnerabilità sismica di edifici esistenti in c.a. di tipo ecclesiastico
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  • Il metodo IQM per la stima delle caratteristiche meccaniche delle murature : allineamento alla circolare n. 7/2019
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  • Valutazione della resistenza al taglio di pareti in mattoni : confronto tra criteri di verifica e risultati sperimentali
  • Caratterizzazione meccanica del comportamento ciclico di murature storiche rinforzate con sistema FRCM sottoposte a test di compressione diagonalei
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  • Analisi critica dei metodi di analisi statica lineare e non lineare per la valutazione sismica di edifici esistenti in muratura
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  • 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
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  • The S. Maria di Collemaggio basilica : from the vulnerability assessment tothe first results of SHM.
  • Dynamic behaviour of an industrial building during the 2016-2017 Central Italy seismic sequence
  • Retrofitting of existing tunnels with concrete lining : a preliminary experimental investigation
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  • Seismic Monitoring of Base Isolated Buildings Under Low Intensity Earthquakes
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  • The role of existing Post-WWII beam-and-block floor systems in the seismic retrofit of existing buildings
  • 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
  • Experimental analysis of Textile Reinforced Mortars strengthening strategies against the out-of-plane collapse of masonry infill walls
  • Experimental tests of unreinforced external RC beam-column joints strengthened with prestressed steel strips
  • Confinement of reinforced concrete columns by means of carbon-FRCMjackets
  • Experimental assessment of vertical spanning strengthened masonry infills under out-of-plane actions
  • Experimental tests on full-scale specimens for the characterization of an integrated retrofitting system for existing buildings
  • Shake-table investigation of a timber retrofit solution for unreinforced masonry cavity-wall buildings
  • Development of integrated techniques to improve seismic performance and energy efficiency of buildings : preliminary results of the experimental campaign on RC portal frames
  • Restoration of two architectures of high historical and artistic value located in the historic center of l'Aquila damaged by the 2009 earthquake
  • Use of shape memory alloy devices in heritage structures : application in San Silvestro belfry in L'Aquila
  • Conservation of historical minor centers hit by L'Aquila earthquake in the context of the reconstruction process
  • Seismic retrofit of an Hospital Facility with an external damping MPD system
  • Steel exoskeletons for seismic retrofitting of existing reinforced concrete buildings : State-of-the art and a case study
  • Integrated, sustainable, low-impact retrofitting through exoskeleton structures : a case study
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  • Bracing steel frames for the retrofitting of the primary school of Conselice (RA)
  • Influence of Soil-Structure Interaction on the Design of Seismic Retrofitting Interventions for Existing Reinforced Concrete Structures
  • The masonry infill downgrade in the seismic strengthening of existing reinforced concrete buildings
  • 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
  • Reinforcement of Shear Walls with the Reticulatus method and CLT panels
  • Rocking of masonry frames reinforced with elasto-brittle rebars
  • Rapid intervention strategies or the reduction of the seismic vulnerability of masonry towers : the case studies of a bell tower and a chimney
  • Proposals for building resilient cities in the reconstruction in Central Italy
  • Large scale seismic isolation to preserve the urban texture in postearthquake reconstruction
  • Design of hysteretic damped braces for the seismic retrofitting of inelevation irregularly infilled r.c. framed structures
  • Seismic response of structures equipped with a non-invasive external viscous damping system
  • An innovative seismic isolation device based on multiple articulated quadrilateral mechanisms : analytical study and shake-table test
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  • An integrated framework for assessing the impact of collaboration on buyer-supplier relationships /.
  • Numerical parametric study on property modification factors of isolation devices
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  • Influence of axial load on shear properties of HDRBs
  • Advanced and semplified models of HDNR bearings for the seismic performance evaluation of base-isolated structures
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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
  • Reliability of a r.c. frame equipped with linear and nonlinear fluid viscous dampers
  • Damping ratio estimation for frame structures equipped with dissipative systems by means of reduction to equivalent Single-Degree-Of-Freedom systems
  • 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
  • Analysis of local parameters for an uncertainty reduction in vulnerabilityassessments of historical centers : the case of Vezzano (Arquata del Tronto– Marche Region)
  • 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
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  • 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
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  • A numerical study on the effect of the interface material model on the tensile behaviour of FRCM strips
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  • 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
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  • 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
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  • An integrated design approach for the retrofit of existing RC school buildings
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  • 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
• Informations

  Code DOI : 10.1400/271294

  Permalink: http://digital.casalini.it/10.1400/271294

  Permalink: http://digital.casalini.it/4548506