@article{oai:muroran-it.repo.nii.ac.jp:00006029,
 author = {池田, 憲二 and IKEDA, Kenji and KISHI,  Norimitsu and 岸, 徳光 and 小室,  雅人 and KOMURO, Masato and 三上,  浩 and MIKAMI, Hiroshi},
 journal = {構造工学論文集. A},
 month = {Mar},
 note = {application/pdf, To investigate aseismic strengthening effects due to winding AFRP sheet around steel-pipe piers, base-excitation tests for steel-pipe pier models winded with cross-directional AFRP sheet were conducted taking winded height of sheet as variable. From this study, following results are obtained: 1) local buckling mode occurred at collapse may be shifted from EFB type to diamond-shape type due to confining effects of AFRP sheet; 2) aseismic performance of steel-pipe pier can be effectively improved by winding AFRP sheet; 3) distribution of converted maximum horizontal load – maximum relative displacement relation corresponds to that of horizontal load – displacement curve obtained from static monotonic loading test.},
 pages = {67--76},
 title = {基部加振を受けるAFRPシート補強鋼管橋脚模型の弾塑性応答性状},
 volume = {48},
 year = {2002},
 yomi = {イケダ, ケンジ and キシ, ノリミツ and コムロ, マサト and ミカミ, ヒロシ}
}