Abstract
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.
| Original language | English |
|---|---|
| Pages (from-to) | 233-238 |
| Number of pages | 6 |
| Journal | Transactions of the Japan Concrete Institute |
| Volume | 20 |
| Publication status | Published - 1998 Dec 1 |
| Externally published | Yes |
ASJC Scopus subject areas
- Building and Construction