書誌事項
- タイトル別名
-
- EXPERIMENTAL STUDY ON JOINT OF SEISMIC RETROFITTING BRACE FOR STEEL STRUCTURE USING SHEAR-KEY PLATE ADHERED TO CONCRETE SLAB
- ユカスラブ ニ セッチャク シタ シアキー プレート ニ ヨル コウ コウゾウヨウ タイシン ホキョウ ブレース ノ セツゴウ ホウホウ ニ カンスル ジッケン ケンキュウ
この論文をさがす
抄録
Incorporating additional braces is representative method for seismic retrofit for steel structure. On this occasion, noise and vibration often break out by welding and floor concrete removal during the site work, so seismic retrofits are hard to enforce. The former report proposed a joint method using epoxy resin and chemical anchors. This joint method had less noise and vibration, on the other hand, caused tension stress on the surface of concrete. This paper proposes the improved joint method by using a shear-key plate. This method doesn't directly adhere the joint element to a concrete, adheres a shear-key plate to concrete. This paper reports about the loading tests of the joint portion and the cyclic loading tests of frames to evaluate the dynamic characteristics of this joint.
収録刊行物
-
- 日本建築学会構造系論文集
-
日本建築学会構造系論文集 70 (596), 133-140, 2005
日本建築学会
- Tweet
詳細情報 詳細情報について
-
- CRID
- 1390001205638385920
-
- NII論文ID
- 110004839820
-
- NII書誌ID
- AN10438559
-
- ISSN
- 18818153
- 13404202
-
- NDL書誌ID
- 7687841
-
- 本文言語コード
- ja
-
- データソース種別
-
- JaLC
- NDL
- Crossref
- CiNii Articles
- KAKEN
-
- 抄録ライセンスフラグ
- 使用不可