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

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  P. 39-49

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  • Consideration on Italian code evolution of traffic loads in design of road bridges
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  • Implementation of an efficient 3D damage model for concrete and masonry
  • A novel OpenSees element with improved friction model for Friction Pendulum System isolators
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  • Integrated BIM-based Framework for Actual and Post-earthquake Structural Assessment of Existing Buildings
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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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