Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures

Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures

This study proposes a practical fragility estimation equation for Japanese standard models of railway embankments using the peak ground acceleration, peak ground velocity, and Arias intensity. The analytical models were implemented as unreinforced and geosynthetic-reinforced embankment models. A sen...

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Bibliographic Details
Main Authors: Masahiro Shinoda, Susumu Nakajima, Kenji Watanabe, Susumu Nakamura, Ikumasa Yoshida, Yoshihisa Miyata
Format: Article
Language:English
Published: Elsevier 2022-08-01
Series:Soils and Foundations
Subjects:
Geosynthetics
Embankment
Reinforced soil
Seismic risk assessment
Fragility
Newmark method
Online Access:http://www.sciencedirect.com/science/article/pii/S0038080622000683

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http://www.sciencedirect.com/science/article/pii/S0038080622000683

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