Potentiality of magnified motion in the monitoring of historical bridges : the case of the Ponte delle Torri in Spoleto

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  P. 11-17

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  • Seismic reliability-based design of double sliding devices for softening structures
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  • Seismic design of frameless glass structures : Requirements and practice
  • Development of seismic resistant glass partitions
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  • 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 assessment of Maillart-arch-type Bridge : the case study of Viadotto Olivieri in Salerno
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  • 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
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  • 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
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  • 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
  • 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
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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 damage assessment of precast reinforced concrete buildings based on monitoring data
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  • Design And Analysis Of A Steel Seismic Resilient Frame Equipped With Self- Centering Column Bases With Friction Devices
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  • Seismic risk assessment and management in major hazard industrial plants
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  • 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
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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
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