Concrete material & structure - 2

2024年9月11日(水) 15:30 〜 17:00 口頭発表2 (東1号館 E121)

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

15:30 〜 15:45

[E-4-1] Analysis of Shear Stress Based on Effective Depth in Steel Fiber Reinforced Concrete Beams without Stirrups

*Gyeongsu Oh¹, Chang-Sik Choi¹, Yujin Jung¹ (1. Hanyang university (Korea))

15:45 〜 16:00

[E-4-2] Experimental Analysis of Shear Strength in Precast and Cast-in-Place Concrete Composite Beams Based on Transverse Reinforcement Ratio

*Yeon-Ju Park¹, Chang-Sik Choi¹, Seong-Won Cho¹ (1. Hanyang university (Korea))

16:00 〜 16:15

[E-4-3] Shear strengthening of high-strength concrete beam with circular web openings in plastic hinge region

*Ziran Quan¹, Terufumi Nakayama¹, Bunka Son², Shiyu Yuan¹, Yuping Sun¹ (1. Graduate School of Engineering, Kobe University (Japan), 2. Graduate School of System Informatics, Kobe University (Japan))

16:15 〜 16:30

[E-4-4] Evaluation of Shear Force Corresponding to Arbitrary Residual Shear Crack Width in RC Beams

*Kanami Onodera¹, Yoshinari Hishikawa¹, Priyana Rajbhandari¹, Susumu Kono¹, Hiroyuki Nakano² (1. Tokyo Institute of Technology (Japan), 2. NETUREN Company Limited (Japan))

16:30 〜 16:45

[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))

16:45 〜 17:00

[E-4-6] Shear Behavior and Capacity of Square Concrete Columns Reinforced with Circularly Arranged WBUHS Rebars

*Ganggang Li¹, Bunka Son², Shiyu Yuan¹, Yuping Sun¹ (1. Graduate School of Engineering, Kobe University (Japan), 2. Graduate School of System Informatics, Kobe University (Japan))

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