Design Method of a Hanger System for Long-Span Suspension Bridge-Reference-Cited by-同舟云学术

Design Method of a Hanger System for Long-Span Suspension Bridge

Author:

Kondoh Munenobu¹²³⁴,Okuda Motoi¹²³⁴,Kawaguchi Kouji¹²³⁴,Yamazaki Takefumi¹²³⁴

Affiliation:

1. Grad. Student of Doctoral Course, Grad. School of Engrg., Hokkaido Univ., Nishi 8, Kita 13, Kita-ku, Sapporo, Hokkaido, 060-8628, Japan.

2. Mgr., Long-Span Bridge Engrg. Ctr., Honshu-Shikoku Bridge Authority, 4-1-22 Onoedori, Chuo-ku, Kobe, 651-0088, Japan.

3. Deputy Mgr., Tarumi Mgmt. Ofc., Honshu-Shikoku Bridge Authority, 549, Myodani-cho, Tarumi-ku, Kobe, 655-0852, Japan.

4. Proj. Mgr., Int. Div., Chodai Co., Ltd., 22-6, 3-chome, Kasuga, Tsukuba, Ibaraki, 305-0821, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

Reference22 articles.

1. “The case against inclined hangers.” (1982). New Civil Engineer Apr. 15.

3. The Editorial Group of “Bridge and Wind.” (1990). “Bridge and wind.” Kyoto Japan (in Japanese).

4. ENR April 8.

5. New Civil Engineer Apr. 29.

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