| Vol. - No. | Vol.11 - No.3 |
|---|---|
| Date | Sep., 2022 |
| Title |
Structural Design of High-Rise Building in Toranomon-Azabudai Project (A Block) |
| Author |
Kazumasa Okabe1, Kai Toyama1, Takuya Furuta1, Jyunichi Yamashita2, Hiroki Mukai2+, Takahiro Goseki2, Shingo Masuda2, Dai Shimazaki3, Yusuke Miyagi3, and Yuji Ozawa3 |
| Institutions |
1Mori Building Co., Ltd. 2Nihon Sekkei, Inc. 3Shimizu Corp. |
| Abstract |
This paper explains about structural planning and structural design of the high- rise building in Toranomon-Azabudai Project (A Block) which is now under construction. The building is about 330 meters high, has 4.2 aspect ratio, and the outline of the building has shallow curve. We adopted seismic response control structure. The building is a steel rigid frame structure with braces, and it has enough stiffness to obtain its primary natural period to be less than about seven seconds, in consideration of wind response, seismic response and inhabitability for the wind shaking. In terms of business continuity plan, the building has a high seismic performance; value of story drift angle shall be 1/150 or less and members of the building remain almost undamaged while or after a large earthquake. Active mass dumper shall be installed at the top of the building to improve inhabitability while strong wind is blowing. |
| Keyword |
Structural design, Seismic response control structure, Seismic performance, Inhabitability, Active mass damper |
| PP. | PP.157~170 |
| Paper File |
 View |