| Vol. - No. | Vol.6 - No.3 |
|---|---|
| Date | Sep., 2017 |
| Title | Structural Design and Performance Evaluation of a Mid-story Seismic Isolated High-Rise Building |
| Author |
Masatoshi Tamari+, Tadashi Yoshihara1, Masato Miyashita2, Nobuyuki Ariyama3, and Masataka Nonoyama4 |
| Institutions |
1Structural Engineering Department, Mitsubishi Jisho Sekkei Inc., Tokyo 100-0005, Japan 2Renovation Design Department, Mitsubishi Jisho Sekkei Inc., Tokyo 100-0005, Japan 3Structural Engineering II Design Division, Taisei Corporation, Tokyo 163-0606, Japan 4Structural Engineering I Design Division, Taisei Corporation, Tokyo 163-0606, Japan |
| Abstract |
This paper describes some of the challenges for structural design of a mid-story seismic isolated high-rise building, which is located near Tokyo station, completed in 2015. The building is a mixed-use complex and encompasses three volumes: one substructure including basement and lower floors, and a pair of seismic isolated superstructures on the substructure. One is a 136.5m high Main Tower (office use), and the other is a 98.5 m high South Tower (hotel use). The seismic isolation systems are arranged in the 3rd floor of the Main Tower and 5th floor of the South Tower, so that we call this isolation system as the mid-story seismic isolation. The primary goal of the structural design of this building was to secure high seismic safety against the largest earthquake expected in Tokyo. We adopted optimal seismic isolation equipment simulated by dynamic analysis to minimize building damage. On the other hand, wind-induced vibration of a seismic isolated high-rise building tends to be excited. To reduce the vibration, the following strategies were adopted respectively. In the Main Tower with a large wind receiving area, we adopted a mechanism that locks oil dampers at the isolation level during strong wind. In the South Tower, two tuned mass dampers (TMDs) are installed at the top of the building to control the vibration. In addition, our paper will also report the building performance evaluated for wind and seismic observation after completion of the building. In 2016, an earthquake of seismic intensity 3 (JMA scale) occurred twice in Tokyo. The acceleration reduction rate of the seismic isolation level due to these earthquakes was approximately 30 to 60%. These are also verified by dynamic analysis using observed acceleration data. Also, in April 2016, a strong wind exceeding the speed of 25m/s occurred in Tokyo. On the basis of the record at the strong wind, we confirmed that the locking mechanism of oil damper worked as designed. |
| Keyword |
Mid-story seismic isolated high-rise building, Oil damper with locking mechanism, Wind and seismic observation, Tuned mass damper (TMD) |
| PP. | PP.227~235 |
| Paper File |
 View |