Application of the Incremental Modal Pushover Analysis to Bridges Subjected to Near-Fault Ground Motions

Application of the Incremental Modal Pushover Analysis to Bridges Subjected to Near-Fault Ground Motions

Near-fault events can cause severe damage to civil structures, including bridges. Many studies have demonstrated that the seismic assessment is not straightforward. Usually, dealing with near-fault ground motion, the structural analysis is performed using Nonlinear Response-History Analysis (NRHA) b...

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Bibliographic Details
Main Authors: Alessandro Vittorio Bergami, Gabriele Fiorentino, Davide Lavorato, Bruno Briseghella, Camillo Nuti
Format: Article
Language:English
Published: MDPI AG 2020-09-01
Series:Applied Sciences
Subjects:
near-field
pulse-like ground motions
bridge
nonlinear static analysis
nonlinear dynamic analysis
Online Access:https://www.mdpi.com/2076-3417/10/19/6738

Internet

https://www.mdpi.com/2076-3417/10/19/6738

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