@article{oai:it-hiroshima.repo.nii.ac.jp:00000949,
 author = {高松, 隆夫 and 山西, 央朗 and 玉井, 宏章 and 中村, 友一 and Takamatsu, Takao and Yamanishi, Teruaki and Tamai, Hiroyuki and Nakamura, Yuuichi},
 journal = {広島工業大学紀要. 研究編},
 month = {Feb},
 note = {application/pdf, Anchor-bolts of a column-base subjected to a bending moment are in a plastic region by rotational action of the base-plate. The column-base connected a brace member shows easy prediction of an elastic limit of the anchor-bolt because of linear relationship between the base-plate rotation and the story-displacement of the braced frame. The restoring force characteristics of the slip-type exposed column-base show an elastic stiffness decreasing due to a gap between the base-plate and the foundation. The non-slip-type exposed column-base shows simple restoring force characteristics without the complicated behavior of the slip-type column-base.},
 pages = {95--103},
 title = {アンカーボルト降伏先行型露出柱脚付きブレース架構の復元力特性},
 volume = {47},
 year = {2013},
 yomi = {タカマツ, タカオ and ヤマニシ, テルアキ and タマイ, ヒロユキ and ナカムラ, ユウイチ}
}