@article{oai:nagano-nct.repo.nii.ac.jp:00000430,
 author = {永藤, 壽宮 and 小林, 清},
 journal = {長野工業高等専門学校紀要},
 month = {Dec},
 note = {application, The limiting width-thickness ratios for yield strength, full plastic strength and platsic analysis are also influenced by the coupling of flange and web. In this paper the limiting width-thickness ratios for yield strength of steel I-section in bending are investigated by the experiment of well planned models. Test results are discussed by the comparisons of the numerical simulations and current design codes.},
 pages = {81--88},
 title = {曲げを受ける鋼I形断面の降伏限界幅厚比に関する研究},
 volume = {27},
 year = {1993}
}