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