@article{oai:kanazawa-u.repo.nii.ac.jp:00044319,
 author = {Furumoto, Yuhshi and Maegawa, Koji and Itoh, Yoshito and Asari, Yoshiyuki and 福本, 誘士 and 前川, 幸次 and 伊藤, 義人 and 浅里, 芳行},
 issue = {362},
 journal = {土木学会論文集, Proceedings of JSCE},
 month = {},
 note = {This paper presents the experimental researches on the lateral-torsional buckling behavior of welded steel girders. The test program was designed to clarify the effect of moment gradient in the inelastic range. Test results, including material properties, residual stress distributions and initial lack of straightness of compressive flange and web panels, are presented. The experimental ultimate load-carrying capacity of girders is compared with the analytical predictions by the finite displacement theory. The lateral-torsional strengths of welded girders under moment gradient are then proposed by a simple formula., 金沢大学理工研究域環境デザイン学系},
 pages = {323--332},
 title = {モーメント勾配による溶接I形桁の横ねじれ座屈実験},
 volume = {1985},
 year = {1985}
}