Abstract
It is known that piloti-type structures, which have an open space on the ground floor, have advantages for tsunami hitting because tsunami can pass through the ground floor. There is a basic guideline for the design of piloti-type structures for tsunami forces but detailed information such as tsunami forces acting on the elevator hall or the ceiling is not speculated. Then, the hydraulic physical model tests were performed by using a newly-developed tsunami wave generator. As a result of the physical model tests, the tsunami force acting on an upper structure becomes significantly smaller compared with a normal (not piloti-type) structures. It should be noticed that tsunami reaches the upper structure and gives the significant tsunami force on the upper structure because the ground structure exists, even if the peak water level is somewhat lower than the ceiling level of the ground floor. The uplift force observed on the ceiling in front of the ground structure is much larger than the usual design force on the ceiling of the buildings.
Original language | English |
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Title of host publication | Proceedings of the 34th International Conference on Coastal Engineering, ICCE 2014 |
Publisher | American Society of Civil Engineers (ASCE) |
Volume | 2014-January |
ISBN (Electronic) | 9780989661126 |
Publication status | Published - 2014 Jan 1 |
Externally published | Yes |
Event | 34th International Conference on Coastal Engineering, ICCE 2014 - Seoul, Korea, Republic of Duration: 2014 Jun 15 → 2014 Jun 20 |
Other
Other | 34th International Conference on Coastal Engineering, ICCE 2014 |
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Country/Territory | Korea, Republic of |
City | Seoul |
Period | 14/6/15 → 14/6/20 |
Keywords
- Hydraulic physical model test
- Piloti-type structure
- Tsunami force
ASJC Scopus subject areas
- Civil and Structural Engineering
- Ocean Engineering
- Oceanography