Application of component method on partial strength connections connected by thick plate between column flanges
Traditional beam connections to the minor axis of a column have relatively low strength and stiffness. A modified detail, using a plate welded between the toes of the column flange - referred to as a toe plate connection - is examined in this paper. The results of an experimental investigation for b...
保存先:
| 主要な著者: | , , , , |
|---|---|
| フォーマット: | Conference or Workshop Item |
| 出版事項: |
2012
|
| 主題: | |
| オンライン･アクセス: | http://eprints.utm.my/id/eprint/34352/ |
| タグ: |
タグ追加
タグなし, このレコードへの初めてのタグを付けませんか!
|