Bending Behavior of Composite Girders with Cold Formed Steel U Section-Reference-Cited by-同舟云学术

Bending Behavior of Composite Girders with Cold Formed Steel U Section

Published:2002-09 Issue:9 Volume:128 Page:1169-1176
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Nakamura Shun-ichi¹

Affiliation:

1. Professor, Dept. of Civil Engineering, Tokai Univ., 1117 Kitakaname, Hiratsuka 259-1292, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282002%29128%3A9%281169%29

Reference5 articles.

1. Fracture toughness of cold worked and simulated heat affected structural steel

2. Japan Road Association (1997). Specification of road bridges . Japan.

3. Nakai H. Kurita A. and Ichinose L. H. (1991). “An experimental study on creep of concrete filled steel pipes.” Proc. 3rd Int. Conf. on Steel-Concrete Composite Structures 55–60.

4. A study on the design method of partially pre-stressed continuous girders using steel U-section.;Nakamura S.;J. Constructional Steel, Japanese Society of Steel, Construction,1998

5. New Structural Forms for Steel/Concrete Composite Bridges

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