Articles | Volume 19, issue 8
https://doi.org/10.5194/nhess-19-1807-2019
https://doi.org/10.5194/nhess-19-1807-2019
Research article
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20 Aug 2019
Research article | Highlight paper |  | 20 Aug 2019

Load-resistance analysis: an alternative approach to tsunami damage assessment applied to the 2011 Great East Japan tsunami

Anawat Suppasri, Kwanchai Pakoksung, Ingrid Charvet, Constance Ting Chua, Noriyuki Takahashi, Teraphan Ornthammarath, Panon Latcharote, Natt Leelawat, and Fumihiko Imamura

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Cited articles

Aida, I.: Reliability of a tsunami source model derived from fault parameters, J. Phys. Earth, 26, 57–73, 1978. 
Arikawa, T.: Structural behavior under impulsive tsunami loading, J. Disaster Res., 4, 377–381, 2009. 
Attary, N., van de Lindt, J. W., Unnikrishnan, V. U., Barbosa, A. R., and Cox, D. T.: Methodology for development of physics-based tsunami fragilities, J. Struct. Eng., 143, 04016223, https://doi.org/10.1061/(ASCE)ST.1943-541X.0001715, 2017. 
Cabinet Office of Japan: Chapter 2: Damage from water-related disasters, p. 72, available at: http://www.bousai.go.jp/taisaku/pdf/h3003shishin_3.pdf (last access: 28 September 2018), 2017. 
Charvet, I., Suppasri, A., Kimura, H., Sugawara, D., and Imamura, F.: Fragility estimations for Kesennuma City following the 2011 Great East Japan Tsunami based on maximum flow depths, velocities and debris impact, with evaluation of the ordinal model's predictive accuracy, Nat. Hazards, 79, 2073–2099, 2015. 
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Short summary
It is known that fragility functions reflect localities (building design standards and topography) and flow velocity is more important, as damage might occur before flow depth reaches its maximum value. This research demonstrates that it is possible to accurately predict building damage by considering related forces with high accuracy, including resistant force, based on building design standards. This method will be useful for damage assessment in areas that have no experience of tsunamis.
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