New flexible system of transverse reinforcement for RC piers

Advances in Structural Engineering

Volumn 6, Issue 3, 2003, Pages 215-230

  Tuladhar, Roshan ^a   Utsunomiya, Yoshinori ^a   Ueda, Tamon ^a  

^a HOKKAIDO UNIVERSITY   (Japan)

Author keywords

Construction workability; Flexible shear reinforcement; FRP; Polyacetal fibre; Reinforced concrete

Indexed keywords

APPROXIMATION THEORY; CYCLIC LOADS; DUCTILITY; REINFORCED CONCRETE; REINFORCEMENT; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS;

CLAMPING SYSTEM; POLYACETAL FIBRE; REINFORCED CONCRETE PIERS; TRANSVERSE REINFORCEMENT;

PIERS;

EID: 0141740673     PISSN: 13694332     EISSN: None     Source Type: Journal    
DOI: 10.1260/136943303322419232     Document Type: Article

References (7)

1. JSCE Committee (1986). Standard Specification for Design and Construction of Concrete Structures Part 1 Design, Japan Society of Civil Engineers, Concrete Library Special Publication, 1.
2. JSCE Committee (1996). Standard Specification for Design and Construction of Concrete Structures Part 1 Design, Japan Society of Civil Engineers, (in Japanese).
3. JSCE Committee (1997). Recommendation for Design and Construction of Concrete Structures using Continuous Fiber Reinforcing Materials. Japan Society of Civil Engineers, JSCE Concrete Engineering Series 23
4. Park, R. and Paulay, T. (1975). Reinforced Concrete Structures, John Wiley & Sons.
5. Tomita, S., Kozaki, S., Sato, Y. and Kobayashi, A. (1999). "A study on continuous fiber flexible reinforcement as shear reinforcement for concrete members", Transactions of Japan Concrete Institute, 21, pp. 235-240.
6. Tuladhar, R., Okubo, S., Sato, Y. and Kobayashi, A. (2001). "Deformational characteristics of RC columns with continuous fiber flexible reinforcement", Proceedings, The 8th East Asia-Pacific Conference on Struct. Engrg. and Const., Singapore, No.1298 (in CD-ROM).
7. Ueda, T. and Sato, Y. (2002). "New approach for usage of continuous fiber as nonmetallic reinforcement of concrete", Structural Engineering International, International Association for Bridge and Structural Engineering, 12(2), pp. 111-16.