鋼構造論文集
Online ISSN : 1884-0329
Print ISSN : 1880-9928
ISSN-L : 1880-9928
一般論文
柱にSTKR 材を用いた既存鋼構造骨組の柱梁耐力比の実状と既往の補強方法に関する調査
長谷川 隆園田 正雄中野 達也聲高 裕治
著者情報
ジャーナル フリー

2012 年 19 巻 76 号 p. 76_71-76_85

詳細
抄録

In 2007, the building standard law of Japan was revised and a specification of column overdesign factor (COF) was added in case of square tube columns. This research deals with existing non-conformed steel buildings using STKR columns according to being not satisfied with the specification of COF. In this paper, firstly, a practical investigation of existing steel buildings is conducted to the conformance to the specifications of current allowable stress design. As a result, it is clarified that a lot of buildings are not satisfied with the specification of COF. Next, previous researches of reinforcements to increase column overdesign factor are reviewed, and finally, some kinds of reinforcements for column are proposed based on the practical investigation.

著者関連情報
© 2012 社団法人 日本鋼構造協会
前の記事 次の記事
feedback
Top