Flexural Strengthening of Bridge Piers Using FRP Composites-Reference-Cited by-同舟云学术

Flexural Strengthening of Bridge Piers Using FRP Composites

Published:2000-04-27 Issue: Volume: Page:
ISSN:
Container-title:Advanced Technology in Structural Engineering
language:
Short-container-title:

Author:

Alkhrdaji Tarek¹²,Nanni Antonio¹²

Affiliation:

1. Graduate, Research Assistant, Ph.D. Candidate, Center for Infrastructure Engineering Studies (CIES), University of Missouri-Rolla

2. V&M Jones Professor of Civil Engineering, Center for Infrastructure Engineering Studies (CIES), University of Missouri-Rolla

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/40492%282000%29174

Reference5 articles.

1. "Standard specifications for Highway Bridges." (1996). American Association of State Highway and Transportation Officials (AASHTO) Washington D.C.

2. Hakamada F. (1997) "Experimental Study on Retrofit of RC Columns Using CFRP Sheets." Proc. Third Int. Sym. on Non-Metallic (FRP) Reinforcement for Concrete Structures (FRPRCS-3) Japan Concrete Institute Tokyo Japan 1 419-426.

3. Macrae G. A. Nosho K. Stanton J. and Myojo T. (1997) "Carbon Fiber Retrofit of Rectangular RC Gravity Columns in Seismic Regions." Proc. Third Int. Sym. on Non-Metallic (FRP) Reinforcement for Concrete Structures (FRPRCS-3) Japan Concrete Institute Tokyo Japan 1 371-386.

4. Naval Facilities Engineering Service Center. (1998) "Navy Advanced Composite technology in Waterfront Infrastructure." Special Publication Sp-2046-SHR.

5. Seible F. Hegemier G. Priestly M. J. N. and Innamorato D. (1995) "Rectangular Carbon Fiber Jacket Retrofit Test of a Shear Column with 2.5% Reinforcement." Report No. ACTT-95/05 University of California San Diego.

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