Grant-in-Aid for Scientific Research (B).
|Research Institution||KYUSHU UNIVERSITY|
MATSUI Chiaki Human-Environmental, Kyushu University, Professor, 大学院・人間環境学研究科, 教授 (00037756)
岡本 晴仁 NKK株式会社, 建材開発センター, 主幹(研究員)
畑戸 龍夫 前田建設工業株式会社, 開発営業部, 部長(研究員)
SAKAI Jun'ichi Human-Environmental, Kyushu University, Research Assistant, 大学院・人間環境学研究科, 助手 (30215587)
TSUDA Keigo Human-Environmental, Kyushu University, Associate Professor, 大学院・人間環境学研究科, 助教授 (50112305)
KAWANO Akihiko Human-Environmental, Kyushu University, Associate Professor, 大学院・人間環境学研究科, 助教授 (60136520)
OKAMOTO Haruhito NKK, General Manager
HATATO Tatsuo Maeda Co. Manager
|Project Fiscal Year
1997 – 1999
Completed(Fiscal Year 1999)
|Budget Amount *help
¥7,400,000 (Direct Cost : ¥7,400,000)
Fiscal Year 1999 : ¥2,300,000 (Direct Cost : ¥2,300,000)
Fiscal Year 1998 : ¥2,200,000 (Direct Cost : ¥2,200,000)
Fiscal Year 1997 : ¥2,900,000 (Direct Cost : ¥2,900,000)
|Keywords||Steel Bearing Wall / Slits / Earthquake-Resisting Element / Ductile / Design Formula / 鋼板耐震壁 / スリット / 耐震要素 / 靭性 / 設計式 / プレキャストコンクリートパネル / 鋼スチフナ / 面外補剛 / 靱性 / 耐力・剛性・設計式 / 鋼板 / 耐震壁 / 骨組 / 実験|
Steel Bearing Wall with Slits is an earthquake-resisting elements for building structures, that is expected to have three remarkable features ; 1) ductile behavior, 2) simple evaluating and adjustment method of strength and the stiffness, and 3) simple fabrication process. The feature 2) is attributed to the parts between the slits of the plate (called Column parts), behaving like columns, leading to the ductile performance of the wall as a whole.
3 years research work to develop this new earthquake resisting element has provided the following results ;
・the performance of the bearing wall as a unit was made clear, and the strength and stiffness evaluating formulae are established.
・Strength & stiffness manipulating method with two parameter (α & β) depending on column parts' property was established.
・Out-of-plane behavior, that leads to degradation of strength and unstable behavior of wall, was investigated, and design condition of the wall, in case stiffened by steel bar is made clear.
・Wall with design condition not covered by above condition for steel stiffness, can be made usable when concrete panels are applied as out-of-plane stiffener.
・Behavior of this bearing wall installed in a steel frame was investigated, and the difference of it from the behavior of the wall as a unit was made clear.
・Improvement of performance of steel frame by installing this wall was made clear.
・Analysis of unit-wall and wall installed in frame was carried out using FEM, and the stress occurring in the joint bolts and stress distribution of the frame is examined.