@article{oai:kokushikan.repo.nii.ac.jp:00014164,
 author = {橋本, 隆雄 and Hashimoto, Takao and 石作, 克也 and Ishizukuri, katuya and 松尾, 拓 and Matsuo, Taku},
 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, Kumamoto castle of stone walls, received a total of 30% of the damage by the 2016 earthquake Kumamoto. On the other hand, although castle of stone walls has the same height and structure, there are collapsed parts and parts that do not collapse. But, the mechanism of the collapse of the stone wall has not been clarified. Therefore, the type of the stone wall was classified into three types, stone base, semi-stone base and non-stone base type according to the structure of each stone wall and the back ground.
　In this paper, we analyzed the relationship between its shape and damage rate. As a result, it was found that the shape of the stone base type is not the height of the stone wall, but the cause of the collapse. Moreover, it was found that there were many damage of collapse or pregnancy with loose ground and a slightly loose ground type., application/pdf},
 pages = {247--259},
 title = {熊本城の石垣タイプと被害の相関についての研究},
 volume = {12},
 year = {2019},
 yomi = {ハシモト, タカオ and イシヅクリ, カツヤ and マツオ, タク}
}