ESTIMATION OF WATER PONDING ON STEEL PLATE ATTACHED TO THE BOTTOM SURFACE OF REINFORCED CONCRETE SLAB OF HIGHWAY BRIDGES

Author:

TACHIBANA Hajime1,HIROSE Sohichi2,FURUKAWA Akira3,NAKAMOTO Keisuke1

Affiliation:

1. Dept. of Technology Development, KOMAIHALTEC Inc.

2. Dept. of Civil and Env. Eng., Tokyo Institute of Technology

3. Div. of Civil Eng., Hokkaido University

Publisher

Japan Society of Civil Engineers

Subject

Civil and Structural Engineering,Environmental Engineering

Reference12 articles.

1. 1) National Institute for Land and Infrastructure Management Ministry of Land, Infrastructure and Transport, Japan: Experimental study on the fatigue durability of highway bridge slabs, Technical Note of NILIM, No. 28, 2002 (in Japanese).

2. 2) Hanshin Expressway Public Corporation : Report on the deterioration rating of concrete structures surveys and research, 1982 (in Japanese).

3. 3) Asakura, T., Ando, T., Omata, F., Wakana, K. and Matsuura, A. : Behavior of structurally defective tunnel lining and effectiveness of inner reinforcement, Journal of JSCE, Japan Society of Civil Engineers, No. 493/III-27, pp. 89-98, 1994 (in Japanese).

4. 4) Matsui, S., Kurita, A., Nakai, H. and Kuroyama, Y. : Fatigue behavior of repaired RC-slabs by steel plate attaching methods, Proceedings of the Symposium on Research and Application of Composite Constructions, Japan Society of Civil Engineers, Vol. 2, pp. 247-254, 1986 (in Japanese).

5. 5) Sonoda, K., Okino, M., Hayashi, H. and Kida, H. : Reliability of epoxy-bonded steel plate method for repairing damaged RC slabs of bridge, Journal of JSCE, Japan Society of Civil Engineers, No. 398/I-10, pp. 245-254, 1988 (in Japanese).

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