Upper and Lower Bound approach for the verification of isolated buildings at the base with curved sliding surface devices

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  P. 11-19

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  • Seismic reliability-based design of double sliding devices for hardening structures
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  • 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
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  • 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
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  • 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
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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
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  • 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
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  • Results of the dynamic monitoring of a school in Camerino (MC) during aftershocks of Central Italy Earthquake
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  • 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
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  • 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