DAMPING CHARACTERISTICS OF CABLE-STAYED BRIDGES ASSOCIATED WITH ENERGY DISSIPATION AT MOVABLE SUPPORTS

Author:

KAWASHIMA Kazuhiko12,UNJOH Shigeki12

Affiliation:

1. JSCE

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

Publisher

Japan Society of Civil Engineers

Reference13 articles.

1. 1) Kawashima, K., Unjoh, S. and Azuta, Y.: Seismic Design Procedure of Cable-Stayed Bridges, Part 1, Dynamic Characteristics of Cable-Stayed Bridges from Field Vibration Test Results, Vol. 2388, Technical Memorandum of PWRI, 1986.

2. 2) Tada, H.: The Trends of Construction Technique of Cable-Stayed Bridges, Vol. 2292, Technical Memorandum of PWRI, 1986.

3. 3) Itoh, M. and Katayama, T.: Damping of Bridge Structures, Proc. of Japan Society of Civil Engineers, Vol. 177, 1965.

4. 4) Itoh, M.: Damping Characteristics of Bridge Superstructures, KABSE, Vol. 1, 1986.

5. 5) Kato, M. and Shimada, S.: Statistical Analysis on the Measured Bridge Vibration Data, Proc. of Japan Society of Civil Engineers, Vol. 311, 1981.

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