せん断・ねじり/曲げ

[V-256] Effect of joint surface on shear mechanism of RC deep beams under fixed both ends

〇Yuki Nakata¹, Kenjiro Honda¹, Yugo Nishio¹, Ken Watanabe¹, Toshiya Tadokoro¹ (1.Railway Technical Research Institute)

Keywords:precast, rigid frame viaduct, fixed both ends, joint surface, shear mechanism, deep beam