EFFECT OF NUMBER OF LOADING CYCLES ON DYNAMIC CHARACTERISTICS OF REINFORCED CONCRETE BRIDGE PIER COLUMNS

Author:

KAWASHIMA Kazuhiko12,KOYAMA Tatsuhiko12

Affiliation:

1. JSCE

2. Earthquake Disaster Prevention Department, Public Works Research Institute, Ministry of Construction

Publisher

Japan Society of Civil Engineers

Reference7 articles.

1. 1) Okubo, T., Ohashi, M., Iwasaki, T., Kawashima, K. and Tokida, K.: Damage Features of Civil Engineering Structures due to The Miyagi-ken-oki Earthquake of 1978, 11th Joint Meeting, Wind and Seismic Effect, UJNR, Tsukuba, Japan, 1979.

2. 2) Park, R. and Blakeley, R. W. G.: Seismic Design of Bridges, RRU Bulletin 43, National Roads Board, 1979.

3. 3) Yamamoto, T., Ishibashi, T., Otsubo, M. and Kobayashi, S.: Experimental studies on Seismic Resistance of A Pier with Reinforcement Terminated in A Tension Zone, Proc. of JSCE, Vol. 348, V-1, 1984.

4. 4) Ohta. M.: A Study on Earthquake Resistant Design for Reinforced Concrete Bridge Piers of Single-Column Type, Report of the Public Works Research Institute, Vol. 153, 1980 (in Japanese).

5. 5) Ikeda, S., Eya, S. and Yamaguchi, T.: Behavior of Reinforced Concrete Cylindrical Columns under Reversed Cyclic Loadings, Trans. of the Japan Concrete Institute, 1986.

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