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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65902
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dc.titleNumerical simulation and assessment of Tangshan seismic casualties
dc.contributor.authorZhao, Z.
dc.contributor.authorZheng, X.
dc.date.accessioned2014-06-17T08:21:58Z
dc.date.available2014-06-17T08:21:58Z
dc.date.issued2006-06
dc.identifier.citationZhao, Z.,Zheng, X. (2006-06). Numerical simulation and assessment of Tangshan seismic casualties. Journal of Earthquake Engineering and Engineering Vibration 26 (3) : 28-30. ScholarBank@NUS Repository.
dc.identifier.issn10001301
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65902
dc.description.abstractBy using the index and state-function of casualties the authors proposed, the initial seismic casualties' matrix was formed. After determining the initial casualties' matrix of brick masonry structure with the aid of several probability distribution functions, the dynamic assessment method of seismic casualties was established. Then the authors carried out the numerical simulation and assessment of Tangshan seismic casualties by using this method.
dc.sourceScopus
dc.subjectDynamic assessment
dc.subjectSeismic casualties
dc.subjectTangshan earthquake
dc.subjectTrap surrounding
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleJournal of Earthquake Engineering and Engineering Vibration
dc.description.volume26
dc.description.issue3
dc.description.page28-30
dc.identifier.isiutNOT_IN_WOS
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