Seismic Behavior of Hollow Stiffened Steel Bridge Columns-Reference-Cited by-同舟云学术

Seismic Behavior of Hollow Stiffened Steel Bridge Columns

Published:2001-04 Issue:2 Volume:6 Page:110-119
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

MacRae Gregory A.¹²³,Kawashima Kazuhiko¹²³

Affiliation:

1. Members, ASCE

2. Assoc. Prof., Civ. Engrg., Univ. of Washington, Seattle, WA 98195-2700.

3. Prof., Civ. Engrg., Tokyo Inst. of Technol., 2-12-1 O-Okayama, Meguro-ku, Tokyo 152, 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%282001%296%3A2%28110%29

Reference10 articles.

1. Ito M. ( 1985). “Steel structure study.” Civ. Engrg. Univ. Lecture Ser. 11 Corona Japan 118–123 (in Japanese).

2. Japan Road Association. ( 1987). Specification for highway bridges part II: Steel bridges Tokyo.

3. Japan Road Association. ( 1996a). . Specification for highway bridges part II: Steel bridges Tokyo.

4. Japan Road Association. ( 1996b). . Specification for highway bridges part V: Seismic design Tokyo.

5. Japan Society of Civil Engineers (JSCE). ( 1987). “Guidelines for stability of steel structures.” Y. Fukumoto ed. Subcommittee on Stability Design Committee on Steel Structures Tokyo.

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