A STUDY ON THE FATIGUE DESIGN OF PARALLEL WIRE STRANDS ON CABLE-STAYED BRIDGES

Author:

NAKAMURA Shunichi12,HOSOKAWA Hajime3

Affiliation:

1. JSCE

2. Nippon Steel Corporation

3. Bridge Engineering and Construction Division, Nippon Steel Corporation

Publisher

Japan Society of Civil Engineers

Reference15 articles.

1. 1) Tawaraya, Y., Hojyo, T., Konno, S. and Eguchi, T.: Mechanical properties of NEW-PWS on cable-stayed bridges, Seitetsu Kenkyu, No. 324, pp. 89-96, Jan. 1987 (in Japanese).

2. 2) Birkenmaier, M.: Fatigue resistant tendons for cable-stayed construction, IABSE Proceedings, p-30/80, pp. 65-78, May 1980.

3. 3) Kawahito, T. et al.: Characteristics of rain vibration of stays on cable-stayed bridges, Proceedings of 40th annual conference of JSCE, pp. 429-430, Sep. 1985 (in Japanese).

4. 4) Nakamura, S. and Wyatt, T. A.: Economical computation of stress histories in suspension bridge elements, with special reference to inclined hangers, Steel Structures Advances, Design and construction, pp. 118-127, Elsevier Applied Science, July 1987.

5. 5) Wyatt, T. A. and Nakamura, S.: On the cable fatigue sensitivity of multi-stayed bridges, International conference on cable-stayed bridges, Bangkok, pp. 621-632, Nov. 1987.

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