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Dynamic behaviors of underground structures in E-Defense shaking experiments
https://nied-repo.bosai.go.jp/records/4372
https://nied-repo.bosai.go.jp/records/43729330f00b-05fe-498f-85a7-b1ef752ef9b2
| Item type | researchmap(1) | |||||||||||||
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| 公開日 | 2023-03-30 | |||||||||||||
| タイトル | ||||||||||||||
| 言語 | en | |||||||||||||
| タイトル | Dynamic behaviors of underground structures in E-Defense shaking experiments | |||||||||||||
| 言語 | ||||||||||||||
| 言語 | eng | |||||||||||||
| 著者 |
Yohsuke Kawamata
× Yohsuke Kawamata
× Manabu Nakayama
× Ikuo Towhata
× Susumu Yasuda
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| 抄録 | ||||||||||||||
| 内容記述タイプ | Other | |||||||||||||
| 内容記述 | In mitigating disasters, underground structures are required to play an important role because they generally perform well even under large seismic loads and can be used as bases for reconstructing damaged cities. Underground structures compose a network, and therefore, disconnections caused by localized damage may induce critical malfunctions. To investigate this problem, a series of shake table tests using large-scale soil-underground structure models was performed at E-Defense, Japan in 2012. The intent of the tests was to capture detailed localized behaviors of underground structures around inground joints and boundaries between two different soil strata. In the experiments, significant failure developed at an inground joint due to displacement of the surrounding soil. In addition, noticeable localized behaviors, such as conversion of horizontal ground displacement to vertical bending of a tunnel appeared around the inground joints. Also, it was found that a flexible segment along underground structures is effective in mitigating damage to those underground structures, but only in its immediate vicinity. | |||||||||||||
| 言語 | en | |||||||||||||
| 書誌情報 |
en : Soil Dynamics and Earthquake Engineering 巻 82, p. 24-39 |
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| 言語 | en | |||||||||||||
| 出版者 | ELSEVIER SCI LTD | |||||||||||||
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| 収録物識別子タイプ | EISSN | |||||||||||||
| 収録物識別子 | 1879-341X | |||||||||||||
| DOI | ||||||||||||||
| 関連識別子 | 10.1016/j.soildyn.2015.11.008 | |||||||||||||