Structural Design of Nakanoshima Festival Tower

Authors

  • Ken Okada Structural Engineering Department, Nikken Sekkei Ltd., Osaka 530-8211, Japan Author
  • Satoshi Yoshida Structural Engineering Department, Nikken Sekkei Ltd., Osaka 530-8211, Japan Author

Keywords:

Structural design, Complex building, Mega structure, Steel structure, Mid-story seismic isolation

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.

Downloads

Published

2014-09-30

Issue

Section

Articles