Numerical Simulations to Predict the Seismic Performance of a 2-Story Steel Moment-Resisting Frame

The seismic response of steel moment resisting frames (MRFs) is influenced by the behavior of joints. Within the ongoing research project “FUTURE”(Full-scale experimental validation of steel moment frame with EU qualified joints and energy efficient claddings under Near fault seismic scenarios), sha...

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Bibliographic Details
Main Authors: Roberto Tartaglia, Mario D’Aniello, Raffaele Landolfo
Format: Article
Language:English
Published: MDPI AG 2020-10-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/13/21/4831