*Keisuke Iwanaga¹, Takashi Miura¹, Makoto Yasuhara¹, Yuki Nakata², Toshiya Tadokoro² (1. Central Japan Railway Company, 2. Railway Technical Research Institute)

10:20 AM - 10:30 AM

[V-771] Effect of Shear Span Ratio on the limit of amount of Shear Reinforcement.part2

*Mareki Kuraoka¹, Kenji Narita¹, Junichi Kino¹ (1. East Japan Railway company)

10:30 AM - 10:40 AM

[V-772] Effect of Shear Span Ratio on the limt of amount of Shear Reinforcement,part1

*Kennji Narita¹, Mareki Kuraoka¹, Junichi Kino¹ (1. East Japan Railway Company)

Session information

せん断・ねじり (1)

[V-766] SHEAR STRENGTH OF REINFORCED CONCRETE BEAMS WITH REINFORCEMENT OF NONｰCLOSED

[V-767] Shear Tests of RC Beams with High-Strength Shear Reinforcement with Large Spacing in the Member Width Direction

[V-768] The effects of bending cracks on the shear behavior of Steel Concrete Composite Beam with Non- contact Lap Splices

[V-769] Analytical Study on Shear Capacity of Steel-Concrete Sandwich Structure

[V-770] Effects of anchorage length of shear reinforcements on shear strength in half-precast RC member

[V-771] Effect of Shear Span Ratio on the limit of amount of Shear Reinforcement.part2

[V-772] Effect of Shear Span Ratio on the limt of amount of Shear Reinforcement,part1

Authentication