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dc.creatorMiyamoto, Ayaho
dc.creatorKing, Michael E.
dc.creatorFujii, Manabu
dc.date1989-06-30
dc.identifierhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/780
dc.identifier10.5459/bnzsee.22.2.98-111
dc.descriptionThe behaviour of reinforced concrete (RC) beams under impulsive loading
 was studied in both the elastic and elasto-plastic regions by use of the finite element analysis. The calculations were then compared with experimental results for verification. Various impact force-time characteristics, beam geometries, material strengths and steel fibre contents were altered
to study the effects on items such as behaviour in the critical region, energy absorption at failure and local deformation. These factors were then used to draft out a guideline on design concepts necessary for RC beams under impulsive loads.en-US
dc.formatapplication/pdf
dc.languageeng
dc.publisherNew Zealand Society for Earthquake Engineeringen-US
dc.relationhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/780/755
dc.rightsCopyright (c) 1989 Ayaho Miyamoto, Michael E. King, Manabu Fujiien-US
dc.rightshttps://creativecommons.org/licenses/by/4.0en-US
dc.sourceBulletin of the New Zealand Society for Earthquake Engineering; Vol 22 No 2 (1989); 98-111en-US
dc.source2324-1543
dc.source1174-9857
dc.titleNon-linear dynamic analysis and design concepts for RC beams under impulsive loadsen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeArticleen-US


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