ANALYSIS OF CORRUGATED STEEL WEB GIRDERS BY AN EFFICIENT BEAM BENDING THEORY

Author:

MACHIMDAMRONG Chawalit1,WATANABE Eiichi1,UTSUNOMIYA Tomoaki1

Affiliation:

1. Dept. of Civil and Earth Res. Eng., Kyoto University

Publisher

Japan Society of Civil Engineers

Reference22 articles.

1. 1) Combault, J.: The Maupre viaduct near Charolles, France, J. Japan Prest. Conc. Eng. Assoc., Vol. 34, No. 1, pp. 63-71, 1992. (in Japanese, Ohura, T.: translator)

2. 2) Johnson, R. P. and Cafolla, J.: Corrugated webs in plate girders for bridges, Proc. Inst. Civ Eng., Struct. Build., Vol. 123, May, pp. 157-164, 1997.

3. 3) Watanabe, E., Kadotani, T., Kano, M., Utsunomiya, T. and Machimdamrong, C.: Corrugated steel webs in prestressed girders, Proc. 4rh U. S.-Japan Seminar on Advanced Stability and Seismicity Concept for Performance-based Design of Steel and Composite Structures, Japan, Kyoto, July 23-26, 2001.

4. 4) Machimdamrong, C., Watanabe, E. and Utsunomiya, T.: An extended elastic shear deformable beam theory and its application to corrugated steel web girder, J. Struct. Eng., JSCE, Vol. 49A, pp. 29-38, 2003.

5. 5) Taniguchi, N. and Yoda, T.: Study on a simple method for bending analysis of composite girders with corrugated steel webs, J. Struct. Mech. Earthquake Eng., JSCE, No. 577 (I-41), pp. 107-120, 1997. (in Japanese)

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