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Damage to Steel Buildings Observed after the 2011 Tohoku-Oki Earthquake

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Please use this identifier to cite or link to this item:http://hdl.handle.net/2115/54932

Title: Damage to Steel Buildings Observed after the 2011 Tohoku-Oki Earthquake
Authors: Okazaki, Taichiro Browse this author →KAKEN DB
Lignos, Dimitrios G. Browse this author
Midorikawa, Mitsumasa Browse this author →KAKEN DB
Ricles, James M. Browse this author
Love, Jay Browse this author
Issue Date: Mar-2013
Publisher: Earthquake engineering research inst
Journal Title: Earthquake spectra
Volume: 29
Start Page: S219
End Page: S243
Publisher DOI: 10.1193/1.4000124
Abstract: A joint U.S.-Japan reconnaissance team examined the damage to steel building structures caused by the 2011 Tohoku-oki earthquake. In the city of Sendai, where the peak horizontal ground acceleration exceeded 1 g, the majority of steel buildings performed well. Buildings that used older cladding systems for external finish sustained damage to their claddings even if their structural performance was excellent. Damage to a few braced frames offer insight into the seismic design of bracing connections. In areas attacked by the violent tsunami, many steel buildings stood upright after the tsunami subsided, although these buildings lost much of their external and internal finishes along with their contents. These steel buildings did not provide safe shelter for tsunami evacuation when the building submerged under the tsunami wave. A number of buildings suffered foundation failure, which was likely caused by scouring or liquefaction or a combination of multiple effects.
Rights: Copyright 2013 Earthquake Engineering Research Institute. This article may be downloaded for personal use only. Any other use requires prior permission of the Earthquake Engineering Research Institute.
Type: article (author version)
URI: http://hdl.handle.net/2115/54932
Appears in Collections:工学院・工学研究院 (Graduate School of Engineering / Faculty of Engineering) > 雑誌発表論文等 (Peer-reviewed Journal Articles, etc)

Submitter: 岡崎 太一郎

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