道路橋床版の設計の合理化と長寿命化技術 (1)

2:00 PM - 2:10 PM JST(5:00 AM - 5:10 AM UTC)

[CS19-07] Effect of Plate Thickness of Steel-Concrete Composite Slabs on Shear Capacity in Push-Out Tests

*Keisuke Nakamoto¹, Osamu Suzuki¹, Toshio Matumura¹ (1. Japan Bridge Association)

Keywords:

shear connector,Headed stud,shear capacity

Login required to view

Login is required to view some content.

Log in