@article{oai:muroran-it.repo.nii.ac.jp:00009768,
 author = {野上, 邦栄 and NOGAMI, Kuniei and 竹内, 幸治 and TAKEUCHI, Yukiharu and 山下, 洋平 and YAMASHITA, Yohei and 岸, 祐介 and KISHI, Yusuke and 長井, 正嗣 and NAGAI, Masatsugu and 奥井, 義昭 and OKUI, Yoshiaki and 野阪, 克義 and NOZAKA, Katsuyoshi and 小室,  雅人 and KOMURO, Masato and 宮下, 剛 and MIYASHITA, Takeshi},
 journal = {構造工学論文集. A, Journal of Structural Engineering. A},
 month = {Mar},
 note = {application/pdf, This paper describes the discussions on the ultimate strength characteristics for existing compression members of steel truss and arch bridges, and proposes new ultimate strength curve of welded box-section members. The investigation objects are section size, material, initial imperfections, stiffener size of compression member which designed based on Spec. for Highway Bridges 2002. In addition, ultimate strength characteristics of existing compression members with box-section are calculated for several steel types. The results of investigations shows that the 0.2σy is able to apply as upper limit of compression residual stress (σrc) for HTSS members. The results of numerical analyses provide the ultimate strength characteristics of welded box-section compression members for steel truss and arch bridges. Moreover, new ultimate strength curve is proposed for the compression members in this research.},
 pages = {35--48},
 title = {実橋箱断面圧縮部材の耐荷力特性と基準耐荷力曲線に関する検討},
 volume = {61},
 year = {2015},
 yomi = {ノガミ, クニエイ and タケウチ, ユキハル and ヤマシタ, ヨウヘイ and キシ, ユウスケ and ナガイ, マサツグ and オクイ, ヨシアキ and ノザカ, カツヨシ and コムロ, マサト and ミヤシタ, タケシ}
}