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http://dx.doi.org/10.21022/IJHRB.2021.10.3.219

Application of Hybrid Structural System Using Coupled Vibration Control Structure and Seismic Isolated Structure in High-Rise Building  

Nakajima, Shunsuke (Structural Design Department, OBAYASHI CORPORATION)
Publication Information
International Journal of High-Rise Buildings / v.10, no.3, 2021 , pp. 219-227 More about this Journal
Abstract
This building is a forty-eight story, 170 meters high multiple dwelling house with Dual Frame System (DFS), a coupled vibration system connecting two independent structures with hydraulic dampers. Generation of large deformation between two structures during earthquakes contributes to make the hydraulic dampers effective. To improve the aseismic performance more, this building adopts DFS hybrid system that consists of DFS and base isolation system. About typical floors, columns and beams are constructed with LRV precast concrete method that shorten the construction period greatly by integrating column-beam joints in column members.
Keywords
Oupled vibration system; Hydraulic dampers; Precast concrete members;
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