@article{oai:kokushikan.repo.nii.ac.jp:00015894,
 author = {橋本, 隆雄 and Hashimoto, Takao and 磯部, 有作 and Isobe, Yusaku and 松尾, 拓 and Matsuo, Taku 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 this study, in order to estimate a three-dimensional geological model, a three-dimensional spatial model of the stratum was created from boring data and a geological profile using the Kriging method, which is one of the methods of geostatistics. A cross section including the target stone wall was cut out from the three-dimensional geological model, the geological composition of the ground behind the stone wall and the foundation ground was grasped, and dynamic analysis was performed by FEM. Since the purpose is not to express the phenomenon of the collapse behavior itself, but to use it in the seismic intensity meth-od used for design in the future, the response acceleration calculated at the stone wall are calculated using FEM, which is a continuum analysis. Focusing on it, we analyzed the relationship with damage. As a result, it became possible to explain by understanding the relationship between the geological composition and the interaction between stone wall, and from the result of the maximum acceleration at the stone wall, the numerical analysis and the damage situation can be consistent., application/pdf},
 pages = {17--23},
 title = {熊本城内の石垣を対象とした2次元地震応答解析 (その2)},
 volume = {16},
 year = {2023},
 yomi = {ハシモト, タカオ and イソベ, ユウサク and マツオ, タク and イシヅクリ, カツヤ}
}