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.
|Number of pages||6|
|Journal||Transactions of the Japan Concrete Institute|
|Publication status||Published - 1998 Dec 1|
ASJC Scopus subject areas
- Building and Construction