Drift capacity of RC beams with curtailed longitudinal reinforcement and 1275MPa-class Shear reinforcement.

Sota Okazaki

Presentation information

Oral

(E) Design and Technology of Building Structures

Concrete material & structure - 2

Wed. Sep 11, 2024 3:30 PM - 5:00 PM Oral2 (East1-E121)

Chair1:Shiyu Yuan(Kobe university)
Chair2:Tomoki Kobashi(Chiba Institute of Technology)

4:30 PM - 4:45 PM

[E-4-5] Drift capacity of RC beams with curtailed longitudinal reinforcement and 1275MPa-class Shear reinforcement.

*Sota Okazaki¹, Priyana Rajbhandari ¹, Susumu KONO¹, Hiroyuki Nakano³, David Mukai² (1. Tokyo Institute of Technology (Japan), 2. Univ. of Wyoming (United States of America), 3. NETUREN company Limited (Japan))

Keywords:RC beam, curtailed longitudinal reinforcement, high-strength shear reinforcement

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