Seismic response of churches façades : comparison between static and dynamic approaches for recent Italian earthquakes

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  P. 151-159

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  • Influence of infill masonry walls on the dynamic behaviour of steel frames : an experimental study
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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
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  • Derivation of empirical fragility curves for residential masonry buildings
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  • Post-earthquake reconstruction of the city of L'Aquila : case histories of the Special Office, beyond the parametric costs
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  • 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
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  • 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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  • 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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  • Recent results on the use of smart bricks for earthquake-induced damage detection in masonry structures
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  • 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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  • 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
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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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