Comparison between experimental test results and mechanical properties of masonries provided by the current Italian Building Code

P. 32-41

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  • The implementation of Italian National Seismic Program : a focus on seismic upgrading of critical buildings
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  • 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
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  • Vibration-based damage identification with application to a scaled masonry arch
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  • Seismic design of frameless glass structures : Requirements and practice
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  • 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
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  • 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
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  • A Decision Support System for the Emergency Management of Highways in the Event of Earthquakes
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  • Soil-structure interaction dynamic analysis of MRF (moment resisting frame) and CBF (concentrically braces frame) steel structures
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  • 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
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  • 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
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  • 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
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  • 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
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  • 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
• Información

  Código DOI: 10.1400/271068

  Permalink: http://digital.casalini.it/10.1400/271068

  Permalink: http://digital.casalini.it/4548227