During the 2011 Tohoku-oki earthquake, a large number of response records from various types of buildings were obtained. The records give us the actual motions of buildings during the exceptionally large earthquakes that are considered comparable with design earthquakes. Various types of earthquake response records have been collected, and their properties with several buildings that will exhibit implications for structural design are discussed.
Get full access to this article
View all access options for this article.
References
1.
Building Research Institute (BRI), 2011. BRI Strong Motion Network, available at http://smo.kenken.go.jp/.
2.
ÇelebiM., OkawaI., and KashimaT., 2012a. March 11, 2011 M=9.0 Great East Japan earthquake: The story of a retrofitted building damaged and repaired, in Proceedings of the 15th World Conference on Earthquake Engineering 24–28 September 2012, Lisbon, Portugal.
3.
ÇelebiM., OkawaI., KashimaT., KoyamaS., and IibaM., 2012b. Response of a tall building far from the epicenter of the March 11, 2011 M=9.0 Great East Japan Earthquake, in Proceedings of the 15th World Conference on Earthquake Engineering 24–28 September 2012, Lisbon, Portugal.
4.
Japan Meteorological Agency (JMA), 2011. Press Release No.28 on 2011 off the Pacific coast of Tohoku Earthquake (in Japanese).
5.
KashimaT., 2011. Strong motion records observed in BRI building during the 2011 off the Pacific coast of Tohoku earthquake, in Proceedings of the AIJ Annual Meeting, B-2, 339–340 (in Japanese).
6.
KashimaT., KoyamaS., IshiharaT., and IibaM., 2011. Strong motion record of the 2011 Great East Japan Earthquake and aftershock observation at Iwaki City Office, in Proceedings of the Annual Meeting of Japan Association of Earthquake Engineering, Tokyo, Japan, (in Japanese).
7.
KashimaT., KoyamaS., and OkawaI., 2012a. Strong motion records in buildings from the 2011off the Pacific coast of Tohoku earthquake, BRI Research Data135, 1–142 (in Japanese).
8.
KashimaT., OkawaI., KoyamaS., and IibaM., 2012b. Strong motion records in buildings from the 2011 Great East Japan earthquake, in Proceedings of the 15th World Conference on Earthquake Engineering 24–28 September 2012, Lisbon, Portugal.
9.
MotosakaM., MitsujiK., TanakaS., KashimaT., and OhnoS., 2011. Change of dynamic characteristics of a damaged building before, during, and after the 2011 Off the Pacific coast of Tohoku earthquake, in Proceedings of the AIJ Annual Meeting, 45–46 (in Japanese).
10.
National Research Institute for Earth Science and Disaster Prevention (NIED), 2011. K-NET and KiK-net, available at http://www.kyoshin.bosai.go.jp/kyoshin/ (in Japanese).
11.
National Institute for Land and Infrastructure Management/Building Research Institute (NILIM/BRI), 2011a. Quick report of the field survey and research on “2011 off the Pacific coast of Tohoku Earthquake” (the Great East Japan Earthquake), BRI Research Data132, 1-1–8-2 (in Japanese).
12.
National Institute for Land and Infrastructure Management/Building Research Institute (NILIM/BRI), 2011b. Summary of the field and research on “2011 off the Pacific coast of Tohoku earthquake” (the Great East Japan Earthquake), BRI Research Paper150, 1–165.
13.
National Institute for Land and Infrastructure Management/Building Research Institute (NILIM/BRI), 2012. Report on field surveys and subsequent investigations of building damage following the 2011 off the Pacific coast of Tohoku earthquake” (the Great East Japan Earthquake), BRI Research Data136, 1-1–9-1 (in Japanese).
14.
WesselP., and SmithV. H. F., 1998. New, Improved version of Generic Mapping Tools released, EOS, AGU.