@article{oai:nagasaki-u.repo.nii.ac.jp:00009485,
 author = {陳, 康明 and 中村, 聖三 and 高橋, 和雄},
 journal = {鋼構造年次論文報告集, Journal of constructional steel},
 month = {Nov},
 note = {Multinational criteria for stability of steel arach bridge were analyzed, Inadequacies of criteria were discussed briefly. According to multinational criteria, the influence of rise to span ratio on in-plane critical flexure load, and rise to span ratio, the ratio γ of the length of the arch part stiffened by lateral baraces to the total length of the arch rib and arch rib spacing affecting on the out-of-plane critical flexure load were studied by employing a steel arch bridge. The results show that due to the different assumptions in multinational criteria, the parameters of rise to span ratio, γ-value and arch rib spacing has different influence on in-plane and out-of-plane critical flexure load, respectively., 鋼構造年次論文報告集, 19, pp.273-280; 2011},
 pages = {273--280},
 title = {鋼アーチ橋の安定に関する各国の設計基準比較},
 volume = {19},
 year = {2011}
}