Damage of bridges due to the 2010 Maule, Chile, earthquake

Kazuhiko Kawashima; Shigeki Unjoh; Jun Ichi Hoshikuma; Kenji Kosa

doi:10.1080/13632469.2011.575531

Damage of bridges due to the 2010 Maule, Chile, earthquake

Kazuhiko Kawashima, Shigeki Unjoh, Jun Ichi Hoshikuma, Kenji Kosa

ENG - Civil and Environmental Engineering

Research output: Contribution to journal › Article › peer-review

131 Citations (Scopus)

Abstract

This article presents the damage of bridges resulting from the 2010 Maule, Chile earthquake based on site investigations. Features of bridge damage are presented and discussed with emphasis on the effect of in-plane rotation of skewed bridges, insufficient seat support length, absence of integrity of prestressed concrete girder bridges without diaphragms, and lack of bearing capacity of foundations.

Original language	English
Pages (from-to)	1036-1068
Number of pages	33
Journal	Journal of Earthquake Engineering
Volume	15
Issue number	7
DOIs	https://doi.org/10.1080/13632469.2011.575531
Publication status	Published - 2011 Sept

Keywords

Bridges
Chile Earthquake
Earthquake Damage
Maule
Skewed Bridge
Structural Response

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10.1080/13632469.2011.575531

Cite this

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abstract = "This article presents the damage of bridges resulting from the 2010 Maule, Chile earthquake based on site investigations. Features of bridge damage are presented and discussed with emphasis on the effect of in-plane rotation of skewed bridges, insufficient seat support length, absence of integrity of prestressed concrete girder bridges without diaphragms, and lack of bearing capacity of foundations.",

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AU - Hoshikuma, Jun Ichi

AU - Kosa, Kenji

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KW - Skewed Bridge

KW - Structural Response

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Damage of bridges due to the 2010 Maule, Chile, earthquake

Abstract

Keywords

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