@article{oai:kokushikan.repo.nii.ac.jp:00015632,
 author = {橋本, 隆雄 and Hashimoto, Takao and 磯部, 有作 and Isobe, Yusaku and 石作, 克也 and Ishizukuri, Katsuya 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, In this study, a two-dimensional FEM dynamic analysis was performed around the Kumamot Castle. Then, we forcused on the stone wall with embackment existing, and the stability of the stone wall by two calculation methods were performed, and the damages relationship between the embankment and the stone wall was comprehensively analyzed. From the results of dynamic analysis by the two-dimensional FEM, it is obtained clearly that the response values of the acceleration and velocity were predominant in the north-south direction. This is in agreement with the various observed wave motions that have been published, demonstrating the validity of the analysis. From this, it can be said that in order to understand the relationship of interaction with damage in complex structures and terrain, it is not possible to follow one phenomenon, but it is necessary to calculate at many points. There was a difference in the tendency of the results between the analysis by the field line calculation method and the analysis by the slope stability calculation. It is possibilely shown the value as a guide, but detailed evaluation is a future work., 1520855665689176832, application/pdf},
 pages = {73--81},
 title = {熊本城における盛土と石垣の崩壊の関係},
 volume = {15},
 year = {2022},
 yomi = {ハシモト, タカオ and イソベ, ユウサク and イシヅクリ, カツヤ and マツオ, タク}
}