@article{oai:muroran-it.repo.nii.ac.jp:00010513,
 author = {Kishi, Norimitsu and 岸, 徳光 and Sonoda, Keiichiro and 小室,  雅人 and KOMURO, Masato and 瓦井, 智貴 and KAWARAI, Tomoki},
 issue = {3},
 journal = {JOURNAL OF ENGINEERING MECHANICS},
 month = {},
 note = {application/pdf, The Daikai Station subway structure in Japan completely collapsed during the Hyogoken-Nanbu earthquake that occurred on January 17, 1995. Based on the numerical results obtained by two-dimensional finite-element analysis, the structure is believed to have collapsed as a result of strong lateral vibration. However, because it deformed in an approximately symmetrical manner with respect to the shortened central columns, it might have experienced catastrophic collapse due to vertical impulse motion. To investigate the dynamic response behavior of the structure due to sudden upward loading, a three-dimensional elastoplastic transient response analysis was conducted considering an isolated upward pulselike displacement wave from the bedrock. The results of this study suggest that the central column of the structure reached axial compression failure due to the amplitude of the displacement wave increasing significantly at the lower end of the column. This method can numerically reproduce the collapsed state of the structure and the considerable settlement of the ground surface due to the occurrence of the high-intensity earthquake.},
 title = {Numerical Simulation of the Daikai Station Subway Structure Collapse due to Sudden Uplift during Earthquake},
 volume = {147},
 year = {2021},
 yomi = {コムロ, マサト and カワライ, トモキ}
}