| Item type |
会議発表論文 / Conference Paper(1) |
| 公開日 |
2018-02-06 |
| タイトル |
|
|
タイトル |
Proposed Damage Control of Underground Infrastructure by Sheet Pile Construction at Liquefiable Urban Areas |
| 言語 |
|
|
言語 |
eng |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
Stock management |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
Sheet pile |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
Liquefaction |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
Damage control |
| キーワード |
|
|
主題Scheme |
Other |
|
主題 |
Underground structures |
| 資源タイプ |
|
|
資源タイプ識別子 |
http://purl.org/coar/resource_type/c_5794 |
|
資源タイプ |
conference paper |
| 著者 |
Okhovat, Mohammad Reza
Feng, Shang
Maekawa, Koichi
|
| 抄録 |
|
|
内容記述タイプ |
Abstract |
|
内容記述 |
The nonlinear seismic responses of underground RC ducts suspended in saturated liquefiable sandy deposit are investigated by simulating coupled soil-structure kinematics. The effect of sheet piling on both uplift and RC shear deterioration related to cracking of concrete and yield of steel is focused as a possible way of damage control of existing infrastructure. The uplift of underground structures is expected to be fairly confined by sheet piling of higher cost performance as investigated in the past researches. Concurrently, the amplified shear damage to RC ducts is newly found as a trade-off. But, its increased damage of RC ducts is estimated to be acceptable in view of urban infra-stock management in practice. |
| 書誌情報 |
Society for Social Management Systems Internet Journal
巻 6,
号 1,
発行日 2010-03
|
| ISSN |
|
|
収録物識別子タイプ |
ISSN |
|
収録物識別子 |
2432-552X |
| 著者版フラグ |
|
|
出版タイプ |
VoR |
|
出版タイプResource |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
| 出版者 |
|
|
出版者 |
Society for Social Management Systems |
SMS10-501.pdf (890.5 kB)
