New Approach for Usage of Continuous Fiber as Non-Metallic Reinforcement of Concrete

Author:

Ueda Tamon1,Sato Yasunhiko1

Affiliation:

1. Hokkaido University, Sapporo, Japan

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Reference4 articles.

1. KABEYASAWA, T.; TASAI, A.; IGARASHI, S. ANew Method of Strengthening Reinforced Concrete Columns against Axial Load Collapse during Major Earthquake. Paper No.: 1459, Proceedings of the Eighth East Asia-Pacific Conference on Structural Engineering and Construction, Singapore (CD-ROM), 5-7 December 2001.

2. DAI, J.; SATO, Y.; UEDA, T. Experimental Study on Effects of Resins on Bond Force Transfer of Carbon Fiber Sheet-Concrete Interface. Proceedings of 7th Japan International SAMPE Symposium & Exhibition, 13-16 November 2001, pp. 379–386.

3. KOMAKI, H.; SOHDA, Y.; MAEDA, T.; TSUBOUCHI, K. Strengthening Behavior of Carbon Fiber Sheet Using Flexible Layer, Proceedings of 7th Japan International SAMPE Symposium & Exhibition, 13-16 November 2001, pp. 395–398.

4. TULADHAR, R.; OKUBO, S.; SATO, Y.; KOBAYASHI, A. Deformational Characteristics of Reinforced Concrete Columns with Continuous Fiber Flexible Reinforcement. Paper No. 1298, Proceedings of the Eighth East Asia-Pacific Conference on Structural Engineering and Construction (CD-ROM), 5-7 December 2001.

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