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

dc.contributor.authorAnawat Suppasrien_US
dc.contributor.authorKwanchai Pakoksungen_US
dc.contributor.authorIngrid Charveten_US
dc.contributor.authorConstance Ting Chuaen_US
dc.contributor.authorNoriyuki Takahashien_US
dc.contributor.authorTeraphan Ornthammarathen_US
dc.contributor.authorPanon Latcharoteen_US
dc.contributor.authorNatt Leelawaten_US
dc.contributor.authorFumihiko Imamuraen_US
dc.contributor.otherAsian School of the Environmenten_US
dc.contributor.otherChulalongkorn Universityen_US
dc.contributor.otherUCLen_US
dc.contributor.otherMahidol Universityen_US
dc.contributor.otherThammasat Universityen_US
dc.contributor.otherTohoku Universityen_US
dc.date.accessioned2020-01-27T08:29:15Z
dc.date.available2020-01-27T08:29:15Z
dc.date.issued2019-08-20en_US
dc.description.abstract© Author(s) 2019. Tsunami fragility functions describe the probability of structural damage due to tsunami flow characteristics. Fragility functions developed from past tsunami events (e.g., the 2004 Indian Ocean tsunami) are often applied directly, without modification, to other areas at risk of tsunami for the purpose of damage and loss estimations. Consequentially, estimates carry uncertainty due to disparities in construction standards and coastal morphology between the specific region for which the fragility functions were originally derived and the region where they are being used. The main objective of this study is to provide an alternative approach to assessing tsunami damage, especially for buildings in regions where previously developed fragility functions do not exist. A damage assessment model is proposed in this study, where load-resistance analysis is performed for each building by evaluating hydrodynamic forces, buoyancies and debris impacts and comparing them to the resistance forces of each building. Numerical simulation was performed in this study to reproduce the 2011 Great East Japan tsunami in Ishinomaki, which is chosen as a study site. Flow depths and velocities were calculated for approximately 20 000 wooden buildings in Ishinomaki. Similarly, resistance forces (lateral and vertical) are estimated for each of these buildings. The buildings are then evaluated for their potential of collapsing. Results from this study reflect a higher accuracy in predicting building collapse when using the proposed load-resistance analysis, as compared to previously developed fragility functions in the same study area. Damage is also observed to have likely occurred before flow depth and velocity reach maximum values. With the above considerations, the proposed damage model might well be an alternative for building damage assessments in areas that have yet to be affected by modern tsunami events.en_US
dc.identifier.citationNatural Hazards and Earth System Sciences. Vol.19, No.8 (2019), 1807-1822en_US
dc.identifier.doi10.5194/nhess-19-1807-2019en_US
dc.identifier.issn16849981en_US
dc.identifier.issn15618633en_US
dc.identifier.other2-s2.0-85071259232en_US
dc.identifier.urihttps://repository.li.mahidol.ac.th/handle/20.500.14594/50755
dc.rightsMahidol Universityen_US
dc.rights.holderSCOPUSen_US
dc.source.urihttps://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85071259232&origin=inwarden_US
dc.subjectEarth and Planetary Sciencesen_US
dc.titleLoad-resistance analysis: An alternative approach to tsunami damage assessment applied to the 2011 Great East Japan tsunamien_US
dc.typeArticleen_US
dspace.entity.typePublication
mu.datasource.scopushttps://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85071259232&origin=inwarden_US

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