@article{oai:kokushikan.repo.nii.ac.jp:00015897,
 author = {橋本, 隆雄 and Hashimoto, Takao and 松尾, 拓 and Matsuo, Taku and 磯部, 有作 and Isobe, Yusaku and 石作, 克也 and Ishizukuri, Katsuya},
 journal = {国士舘大学理工学部紀要, TRANSACTIONS OF THE KOKUSHIKAN UNIVERSITY SCHOOL OF SCIENCE AND ENGINEERING},
 month = {Mar},
 note = {J-GLOBAL ID : 201701008350961927, In the 2016 Kumamoto earthquake, 10％ of Kumamoto Castle collapsed and 30％ was uplifted by the M6.5 foreshock and the Mj7.3 mainshock. However, the seismic resistance performance of the stone walls has not been confirmed with regard to the effects of seismic motion on the entire ground of the castle stone walls. Therefore, in this paper, we estimated the three-dimensional space of the ground at 35 locations surveyed before the earthquake throughout Kumamoto Castle. Therefore, we obtained the response acceleration and response speed of the stone wall by dynamic FEM analysis for 35 points throughout Kumamoto Castle, and used the results to analyze the damage factors and damage history of the stone wall due to the Kumamoto earthquake. As a result, it was clarified that the main causes of damage to stone wall structures were the collapse of stone foundations, the protruding type of semi-stone foundations, and the embankment type of non-stone foundations., application/pdf},
 pages = {51--66},
 title = {熊本城におけるFEM解析を用いた熊本地震及び被災履歴による石垣被害要因分析},
 volume = {16},
 year = {2023},
 yomi = {ハシモト, タカオ and マツオ, タク and イソベ, ユウサク and イシヅクリ, カツヤ}
}