Seismic Fragility Analysis of Steel Pipe Pile Wharves with Random Pitting Corrosion

This paper investigates the seismic damage behavior of steel pipe pile wharves after pitting corrosion. The seismic intensity is treated as random, and a probabilistic strength model for randomly pitting corroded steel is utilized to assess the seismic response of a typical steel pipe pile wharf. By...

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Hlavní autoři:	Xuan Zhao, Xu Liao, Zhaohui Hu, Xian Li, Ying Nie, Jun Liu, Yuming Xu
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	MDPI AG 2023-10-01
Edice:	Buildings
Témata:	steel pipe pile wharf random pitting corrosion probabilistic seismic demand function fragility analysis
On-line přístup:	https://www.mdpi.com/2075-5309/13/10/2619
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