Current Affiliation Organization 【 display / non-display 】

Current Affiliation Organization 【 display / non-display 】

External Career 【 display / non-display 】

External Career 【 display / non-display 】

Affiliated academic organizations 【 display / non-display 】

Affiliated academic organizations 【 display / non-display 】

Research Interests 【 display / non-display 】

Research Interests 【 display / non-display 】

Research Areas 【 display / non-display 】

Research Areas 【 display / non-display 】

Thesis 【 display / non-display 】

Thesis 【 display / non-display 】

• 学位論文 新たな勾配計算手法に基づくMPS法の精度向上及び並列計算手法の開発に関する研究

  2012.03

Published Papers 【 display / non-display 】

Published Papers 【 display / non-display 】

• Exploring depression, anxiety, stress, and psychological distress among women following the 2025 flash flood: a cross-sectional study in Feni, Bangladesh.

  Rahman MM, Hossain S, Emon FA, Iribe T, Alam E

  BMC public health     2026.03 [ Peer Review Accepted ]

  Type of publication: Research paper (scientific journal)

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• MECHANICAL EVALUATION OF RYUKYU LIMESTONE SEA CLIFFS AGAINST TSUNAMI BY NUMERICAL SIMULATION

  HASHIGUCHI Yumeka, IRIBE Tsunakiyo

  Japanese Journal of JSCE ( Japan Society of Civil Engineers )  81 ( 17 ) n/a   2025.11

  Type of publication: Research paper (scientific journal)

  　View Summary

  <p> In the southern part of Okinawa Island, numerous coastal cliffs are composed of Ryukyu limestone, particularly in areas subject to intense wave action. These cliffs are often undercut at their bases by wave erosion, forming sea cliffs with well-developed notches. While the collapse mechanisms of such cliffs due to self-weight have been increasingly clarified, those triggered by tsunami loading remain insufficiently investigated. Given the widespread distribution of tsunami boulders in the Okinawa region, understanding this mechanism is essential for estimating the magnitude of past tsunamis. In this paper, we conduct numerical simulations to evaluate the stability of sea cliffs under both self-weight and wave forces. The results indicate that sea cliffs that do not collapse under their weight exhibit greater resistance to wave loading as their height increases, but may still fail depending on the wave height.</p>

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    CiNii Research

• Definition of the Breaker Indices and Universal Constant for a Breaking Wave Based on a New Occurrence Condition for Breaking Waves

  Tsunakiyo Iribe

  Journal of Japan Society of Civil Engineers   12 ( (1) )   2024.03 [ Peer Review Accepted ]

  Type of publication: Research paper (scientific journal)

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    DOI

• Numerical Simulations Using Various Models for Tsunamis Due to a Fluid or Rigid Bodies Falling Down a Uniform Slope

  Taro Kakinuma, Mitsuru Yanagihara, Tsunakiyo Iribe, Kuninori Nagai, Chisato Hara, Natsuki Hamada,　Tatsuya Nakagaki, Karina Aprilia Sujatmiko, Ikha Magdalena, Kaori Nagai, Rika Kannonji, Songgui Chen, Tomoki Shirai, Taro Arikawa

  Journal of Disaster Research   16 ( (7) ) 994 - 1104   2021.10 [ Peer Review Accepted ]

  Type of publication: Research paper (scientific journal)

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• A numerical simulation for tsunamis due to a land slide

  Taro Kakinuma, Tsunakiyo Iribe

  Coastal Engineering 2020 (American Society of Civil Engineers)   36, papers.11   2020.12 [ Peer Review Accepted ]

  Type of publication: Research paper (scientific journal)

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Grant-in-Aid for Scientific Research 【 display / non-display 】

Grant-in-Aid for Scientific Research 【 display / non-display 】

• Grant-in-Aid for Young Scientists(B)

  Project Year: 2016.04  -  2019.03 

  Direct: 1,900,000 (YEN)  Overheads: 570,000 (YEN)  Total: 2,470,000 (YEN)