Feasibility of a 1,400 m Span Steel Cable-Stayed Bridge-Reference-Cited by-同舟云学术

Feasibility of a 1,400 m Span Steel Cable-Stayed Bridge

Published:2004-09 Issue:5 Volume:9 Page:444-452
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Nagai Masatsugu¹,Fujino Yozo²,Yamaguchi Hiroki³,Iwasaki Eiji⁴

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Nagaoka Univ. of Technology, Nagaoka 940-2188, Japan.

2. Professor, Dept. of Civil Engineering, Univ. of Tokyo, Tokyo 113-8656, Japan.

3. Professor, Dept. of Civil and Environmental Engineering, Saitama Univ., Saitama 338-8570, Japan.

4. Assistant Professor, Dept. of Civil and Environmental Engineering, Nagaoka Univ. of Technology, Nagaoka 940-2188, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282004%299%3A5%28444%29

Reference11 articles.

1. Nonlinear buckling instability analysis of long-span cable-stayed bridges under displacement-dependent wind load.;Boonyapinyo V.;Japan J. Structural Engineering,1993

2. Endo T. Iijima T. Okukawa A. and Ito M. (1991). “The technical challenge of a long cable-stayed bridge—Tatara Bridge.” Cable-stayed bridges M. Ito et al. eds. Elsevier New York 417–436.

3. Gimsing N. J. (1983). Cable supported bridges Wiley New York.

4. Honshu-Shikoku Bridge Authority. (1976). “Specifications on aerodynamic design.” HSBA Imabari Japan.

5. Japan Road Association. (1996). “Specifications on highway bridges—Part 2 steel bridges.”

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