International Journal of High-Rise Buildings (국제초고층학회논문집)
- Volume 3 Issue 3
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- Pages.173-183
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- 2014
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- 2234-7224(pISSN)
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- 2288-9930(eISSN)
DOI QR Code
Structural Design of Nakanoshima Festival Tower
- Okada, Ken (Structural Engineering Department, Nikken Sekkei Ltd.) ;
- Yoshida, Satoshi (Structural Engineering Department, Nikken Sekkei Ltd.)
- Published : 2014.09.30
Abstract
Nakanoshima Festival Tower is a 200 m high-rise complex building which contains a renewed 2700-seat capacity concert hall known as "Festival Hall" and offices including headquarter of a news company. In order to build up an office tower on the hall which requires large open space, a giant truss system is employed. The giant trusses being composed of mega-trusses and belt-trusses support all the building weight above them and transfer the load to the outside of the hall. The building also requires high seismic resistance performance for a news company. Application of mid-story seismic isolation enables the building to satisfy high-level seismic resistance criteria.
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