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Damage to Steel Buildings Observed after the 2011 Tohoku-Oki Earthquake
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)
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Submitter: 岡崎 太一郎
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