抄録
This paper presents the study results of a reinforced concrete pier with carbon fiber sheet (CFS) retrofitting. Plain reinforced concrete specimens were used for comparison. The experimental variables are: type of loading, ratio of CFS reinforcement. Specimens were subjected to static monotonic lateral loading or static cyclic lateral loading.
本文言語 | English |
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ページ(範囲) | 233-238 |
ページ数 | 6 |
ジャーナル | Transactions of the Japan Concrete Institute |
巻 | 20 |
出版ステータス | Published - 1998 12月 1 |
外部発表 | はい |
ASJC Scopus subject areas
- 建築および建設