IMPAβ: Incremental Modal Pushover Analysis for Bridges

IMPAβ: Incremental Modal Pushover Analysis for Bridges

In the present study, the incremental modal pushover analysis (IMPA), a pushover-based approach already proposed and applied to buildings by the same authors, was revised and proposed for bridges (IMPAβ). Pushover analysis considers the effects of higher modes on the structural response. Bridges are...

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Bibliographic Details
Main Authors: Alessandro Vittorio Bergami, Camillo Nuti, Davide Lavorato, Gabriele Fiorentino, Bruno Briseghella
Format: Article
Language:English
Published: MDPI AG 2020-06-01
Series:Applied Sciences
Subjects:
incremental analysis
nonlinear static (pushover) analysis
modal pushover
nonlinear time-history analysis
bridges
Online Access:https://www.mdpi.com/2076-3417/10/12/4287

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