Shear resisting capacity of a reinforced concrete pier retrofitted with carbon fiber sheet

Gabriel Sirbu, Torii Yoshihiro, Yasuhiko Sato, Tamon Ueda

Research output: Contribution to journalArticle

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 languageEnglish
Pages (from-to)233-238
Number of pages6
JournalTransactions of the Japan Concrete Institute
Volume20
Publication statusPublished - 1998 Dec 1
Externally publishedYes

ASJC Scopus subject areas

  • Building and Construction

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