@article{oai:muroran-it.repo.nii.ac.jp:00010106,
 author = {小室,  雅人 and KOMURO, Masato and 奥井, 義昭 and OKUI, Yoshiaki and 野阪, 克義 and NOZAKA, Katsuyoshi and 宮下, 剛 and MIYASHITA, Takeshi and 野上, 邦栄 and NOGAMI, Kuniei and 長井, 正嗣 and NAGAI, Masatsugu},
 journal = {構造工学論文集. A, Journal of structural engineering. A},
 month = {},
 note = {application/pdf, The ultimate strengths of compressive steel plates simply supported on three sides and one side free (outstanding plates) were numerically investigated by means of combining FE elasto-plastic analysis and Monte Carlo simulation considering the statistical data for variability of the initial displacement and residual stress. From this study, the following results were obtained: (1) a standard deviation of the ultimate strength tends to increase in the region of the with-thickness ratio parameter R ≅ 1.0; (2) in the region of R < 0.7, the effect of the residual stress on the ultimate strength is very small; and (3) considering the statistical data for variability of the initial displacement and residual stress of the plate, a rational design formula can be proposed.},
 pages = {80--93},
 title = {初期たわみと残留応力の統計データを用いた自由突出板の限界強度に関する数値解析的検討},
 volume = {60A},
 year = {2014},
 yomi = {コムロ, マサト and オクイ, ヨシアキ and ノザカ, カツヨシ and ミヤシタ, タケシ and ノガミ, クニエイ and ナガイ, マサツグ}
}