Elasto-Plastic Behavior on Seismic Retrofitting for Circular Steel Bridge Pier by Externally Bonded Carbon Fiber Sheets

Author:

Magtagñob Kim Oliver U.,Thay Visal,Nakamura Hitoshi,Matsui Takahiro

Publisher

Springer International Publishing

Reference9 articles.

1. Concrete Committee of the Japan Society of Civil Engineers (2000) Recommendations for upgrading of concrete structures with use of continuous fiber sheet. Concrete Library 101

2. Goto Y, Wang Q, Takahashi N, Obata M (1998) Three surface cyclic plasticity model for FEM Analysis of steel bridge piers subjected seismic loading. J Jpn Soc Civ Eng 591(I-43):189–206 [in Japanese]

3. Hanshin Expressway Management Technology Center (1997) Overcoming the 1995 Hyogoken-Nanbu Earthquake. Recovery and Retrofitting Construction Report, Hanshin Expressway Public Corporation [in Japanese]

4. Japan Road Association (2012) Specifications for Road Bridges, Commentary, (1) Seismic Design :225–230 [in Japanese]

5. Komuro M, Kishi T, Mikami H, Nishi H (2006) Seismic reinforcement of large-scale steel pipe pier by AFRP sheet wrapping under static loading tests. J Struct Eng 52A:1327–1336 [in Japanese]

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