Shake-table investigation of a timber retrofit solution for unreinforced masonry cavity-wall buildings

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  P. 117-127

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  • An Alternative Solution for the Retrofit of a School Building Damaged by the Earthquake of 30 October 2016
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  • Seismic reliability-based design of double sliding devices for hardening 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 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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  • 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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  • Response of RC frames under pulse-like seismic ground motion : sensitivity analysis and relevance of the dominant pulse
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  • Integrated BIM-based Framework for Actual and Post-earthquake Structural Assessment of Existing Buildings
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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
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  • Design of friction connections in R.C. structures with hybrid steel-trussed-concrete beams
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  • 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
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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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