Experimental Study of Seismic Behaviors of As-Built and Carbon Fiber Reinforced Plastics Repaired Reinforced Concrete Bridge Columns-Reference-Cited by-同舟云学术

Experimental Study of Seismic Behaviors of As-Built and Carbon Fiber Reinforced Plastics Repaired Reinforced Concrete Bridge Columns

Published:2004-07 Issue:4 Volume:9 Page:391-402
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Chang Shuenn-Yih¹,Li Yeou-Fong²,Loh Chin-Hsiung³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, National Taipei Univ. of Technology, No. 1, Section 3, Jungshiau East Rd., Daan Chiu, Taipei 106-08, Taiwan, Republic of China.

2. Associate Professor, Dept. of Civil Engineering, National Taipei Univ. of Technology, Taipei 106, Taiwan, R.O.C.

3. Professor, Dept. of Civil Engineering, National Taiwan Univ., Taipei 106, Taiwan, R.O.C.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282004%299%3A4%28391%29

Reference25 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1996). Standard specifications for highway bridges 16th Ed. Washington D.C.

2. Aschheim M. and Moehle J. P. (1992). “Shear strength and deformability of reinforced concrete bridge columns subjected to inelastic cyclic displacement.” Rep. No. UCB/EERC-92/04 Earthquake Engineering Research Center Univ. of California at Berkeley Berkeley Calif.

3. California Department of Transportation (Caltrans). (1986). Bridge design specifications manual Sacramento Calif.

4. Chang K. C. and Chang H. F. (1999). “Seismic retrofitting of existing reinforced concrete bridge columns using CFRP jacketing.” Rep. No. NCREE-99-030 National Center for Research on Earthquake Engineering Taipei Taiwan.

5. Improved numerical dissipation for explicit methods in pseudodynamic tests

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