橋梁一般（設計） (3)

[I-234] A study on the effective width of floor slab studs in steel girder bridge receiving lateral load.

*Hiroki Okuyama¹, Tomoaki Nishitani¹, Orie Shimizu², Toru Yamaguchi², kenichi nishida¹ (1. West Nippon Expressway Company, 2. FaB-Tec Japan Corporation)

Keywords:design of bridge, FEM analysis, stud, specifications for highway bridge, effective width of floor slab