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.
|ジャーナル||Transactions of the Japan Concrete Institute|
|出版ステータス||Published - 1998 12 1|
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