Evaluation of the Seismic Capacity of Existing Moment Resisting Frames by a Simplified Approach: Examples and Numerical Application

Evaluation of the Seismic Capacity of Existing Moment Resisting Frames by a Simplified Approach: Examples and Numerical Application

The capacity of a structure can be assessed using inelastic analysis, requiring sophisticated numerical procedures such as pushover and incremental dynamic analyses. A simplified method for the evaluation of the seismic performance of steel moment resisting frames (MRFs) to be used in everyday pract...

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Bibliographic Details
Main Authors: Rosario Montuori, Elide Nastri, Vincenzo Piluso, Paolo Todisco
Format: Article
Language:English
Published: MDPI AG 2021-03-01
Series:Applied Sciences
Subjects:
TPMC
pushovers
capacity
performances
vulnerability
simplified methods
Online Access:https://www.mdpi.com/2076-3417/11/6/2594

Internet

https://www.mdpi.com/2076-3417/11/6/2594

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