Japan Geoscience Union Meeting 2014

Presentation information

Oral

Symbol S (Solid Earth Sciences) » S-TT Technology & Techniques

[S-TT60_30PM1] Creating future of solid Earth science with high performance computing (HPC)

Wed. Apr 30, 2014 2:15 PM - 4:00 PM 211 (2F)

Convener:*Ryota Hino(International Research Institute of Disaster Science, Tohoku University), Yoshimori Honkura(Volcanic Fluid Research Center, Tokyo Institute of Technology), Yoshiyuki Kaneda(Japan Agency for Marine-Earth Science and Technology), Taro Arikawa(Port and Airport Research Institute), Tsuyoshi Ichimura(Earthquake Research Institute,The University of Tokyo), Masaru Todoriki(Center for Integrated Disaster Information Research / Earthquake Research Institute, The University of Tokyo), Takane Hori(Earthquake and Tsunami Research Project for Disaster Prevention, Japan Agency for Marine-Earth Science and Technology), Chair:Takane Hori(Earthquake and Tsunami Research Project for Disaster Prevention, Japan Agency for Marine-Earth Science and Technology), tsuyoshi ichimura(Earthquake Research Institute,The University of Tokyo)

3:09 PM - 3:24 PM

[STT60-05] Consideration to the resiliency of protective structures against tsunami by using High Performance Computer

*Taro ARIKAWA1, Takayuki OIE1, Takashi TOMITA1 (1.Port and Airport Research Institute)

The Committee for Technical Investigation on Countermeasures for Earthquakes and Tsunami Based on the Lessons Learned from the "Great East Japan Earthquake" (2011) of the Central Disaster Management Council has responded to the Great East Japan Earthquake by proposing that basically, two levels of tsunami must be hypothesized to build future tsunami countermeasures. One is a tsunami hypothesized to build comprehensive disaster prevention countermeasures centered on evacuation of residents. It is set based on a survey of tsunami deposits formed over an ultra-long period and observations of crustal movement, and it is a maximum class tsunami which, although it occurs extremely rarely, causes devastating damage when it does occur. One more is a tsunami which is hypothesized to build coastal protection facilities such as breakwaters and other structures which prevent tsunami from inundating inland regions. It is a tsunami which occurs more often than the maximum class tsunami, and although it is a low type of tsunami, it causes severe damage. At such times, technological development of structures which are capable of resiliently providing effects even under tsunami height which is the object of the design must continue for coastal protection facilities etc. to be improved. So, in this research , the protective effectiveness is considered by using STOC-CADMAS(Arikawa and Tomita, 2005).