@article{oai:it-hiroshima.repo.nii.ac.jp:00001176,
 author = {中村, 亮太 and 山西, 央朗 and 小松, 真吾 and 松田, 頼征 and Ryota, NAKAMURA and Teruaki, YAMANISHI and Shingo, KOMATSU and Yoriyuki, MATSUDA},
 journal = {広島工業大学紀要. 研究編},
 month = {Feb},
 note = {application/pdf, In practice, plastic-hinge is evaluated by perfect elastoplasticity type shown in Figure l （c）. But in fact, the stress increases while bearing gentle slope after expressing full plastic endurance. And if we use FA rank members which satisfy limitation of width-thickness-ratio, local backling will occur by accumulating plastic deformation. Under the circumstances, we propose Beam-Joint-Plastic-Hinge and aim for improving the evaluation precision of plastic-hinge. In this study, we focus on keeping base materials elastic when we introduce Beam-Joint-Plastic-Hinge and explain the possibility loosens limitation of width-thickness-ratio. We design the FC rank test specimen which is introduced Beam- Joint-Plastic-Hinge is introduced. Next, we compare FA rank test specimen and FC rank test specimen.},
 pages = {81--86},
 title = {継手塑性ヒンジによる鋼梁の高剛性化に関する実験的研究},
 volume = {57},
 year = {2023},
 yomi = {ナカムラ, リョウタ and ヤマニシ, テルアキ and コマツ, シンゴ and マツダ, ヨリユキ}
}