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Kinomura Koji

Information

ORCID
N/A
First Contribution
2020-07-08
Last Contribution
2025-10-12
Number Contributions
7
Number Citations
25

Top Co-Authors

  1. Yamamoto Yujin (5)
  2. Asaue Hisafumi (2)
  3. Murata Satoshi (2)
  4. Shiotani Tomoki (2)
  5. Tanaka Shunsei (2)

Top Cited Articles

  1. Kinomura Koji, Murata Satoshi, Yamamoto Yujin, Obi Hirotoshi et al. (2020-07)
    Application of 3D Printed Segments Designed by Topology-Optimization-Analysis to a Practical-Scale Pre-Stressed Pedestrian Bridge (24)

Persons This Author Cites the Most

  1. Bos Freek (4)
  2. Salet Theo (4)
  3. Mata-Falcón Jaime (2)
  4. Menna Costantino (2)
  5. Wolfs Robert (2)

Persons This Author Is Cited Most By

  1. Menna Costantino (4)
  2. Bos Freek (2)
  3. Kloft Harald (2)
  4. Kreiger Eric (2)
  5. Li Mo (2)

  1. Tanaka Shunsei, Yoshida Kohei, Yamamoto Yujin, Kinomura Koji (2025-10)
    Numerical Evaluation on Buildability of 3D Printing Mortar Based on Time-Dependent Material Model
  2. Asaue Hisafumi, Shiotani Tomoki, Okude Nobuhiro, Ogura Hiroki et al. (2025-05)
    Clarification of Fracture Behaviour of RC Pillar with 3D Concrete Printing Buried Formwork Based on Elastic Wave Technique
  3. Yamamoto Yujin, Kinomura Koji, Murata Satoshi, Asaue Hisafumi et al. (2025-05)
    Seismic Performance of RC Column Surrounded by 3D Printed Concrete Permanent Formwork with Short Fiber
  4. Sabra Tarek, Ohno Motohiro, Kurihara Ryota, Kinomura Koji et al. (2024-11)
    Analytical Investigation on the Structural Performance of RC Column with 3D Printed Concrete Permanent Formwork
  5. Tanaka Shunsei, Usui Tatsuya, Koga Yoshitaka, Miyamoto Shingo et al. (2024-09)
    Experimental Study of Tunnel Invert Construction Using 3D Concrete Printing
  6. Kinomura Koji, Zhang Wenbo, Kawamura Keisuke (2024-07)
    Structural Performance of a Large Column with an Outer Shell Formed by Short-Fiber-Reinforced Mortar-Extrusion
  7. Kinomura Koji, Murata Satoshi, Yamamoto Yujin, Obi Hirotoshi et al. (2020-07)
    Application of 3D Printed Segments Designed by Topology-Optimization-Analysis to a Practical-Scale Pre-Stressed Pedestrian Bridge