Bending Behavior of Composite Girders with Cold Formed Steel U Section
Author:
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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