A NON-ITERATIVE OPTIMUM DESIGN METHOD FOR CABLE-STAYED BRIDGES

Author:

TORII Kunio12,IKEDA Kiyohiro12,NAGASAKI Tomihiko13

Affiliation:

1. JSCE

2. Technological University of Nagaoka

3. Yokogawa Bridge Works Co. Ltd

Publisher

Japan Society of Civil Engineers

Reference6 articles.

1. 1) Maeda, Y, and Hayashi, M.: A study on Static Structural Characters for Cable-Stayed Girder Bridges with a Three-Span Continuous Beam as Their Principal System, Proc. of JSCE, No. 175, p. 23-37, 1970.

2. 2) Hasegawa, N. and Naruoka, M.: A Study on the Bending Moments and the Deflections of Cable-Stayed Bridges Depend on Each Structural Types, Journal of the JSCE, pp. 88-95, Sept. 1968.

3. 3) Yamada, Y., Daiguji, H. and Imamura, K.: Optimum Parameter Design of Cable-Stayed Bridges, Bridge and Foundations, pp. 28-33, Jan. 1979. and pp. 28-32 Feb. 1978.

4. 4) Maeda, Y., Hayashi, M. and Sakamoto, Y.: Optimum Design of Framed Structure by SLP, Proc. Matrix Analysis Method in JSSC, pp. 203-208, 1981.

5. 5) Imai, K. and Schmit, A.: Configuration Optimization of Trusses, Proc. of ASCE, Vol. 107, No. ST5, pp. 745-756, 1981.

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