@article{oai:tsukuba.repo.nii.ac.jp:00048650,
 author = {田中, 聖三 and TANAKA, Seizo and 本山, 紘希 and 堀, 宗朗 and 秋葉, 博},
 issue = {2},
 journal = {土木学会論文集A2（応用力学）, Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))},
 month = {},
 note = {This paper tries to verificate the practicality of large-scale finite element method analysis using consti-tutive relations of concrete, which is reformed by a previous studyconsidering calculation cost, with the objective of scalability.Sincein the previous study they aimed to use the constitutive relation modelwith fracture analysis,we needt to extend the constitutive relation model to consider theeffect oftension crack. This paper first shows the implemented algorithm.In the next step, seismic response analysis of a virtual nuclearpower plant building is tried. At last, the practicality of large-sale finite element method analysis of RC structures is shown by the study onscalabilityof calculation.},
 pages = {I_211--I_221},
 title = {コンクリート構成則を用いた大規模有限要素解析のスケーラビリティの観点からの実用性検証},
 volume = {73},
 year = {2017},
 yomi = {タナカ, セイゾウ and モトヤマ, ヒロキ and ホリ, ムネオ and アキバ, ヒロシ}
}