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Vol. - No. Vol.7 - No.3
Date Aug., 2018
Title Structural Design of Mid-Story Isolated High-Rise Building - Roppongi Grand Tower
Author Daiki Nakamizo+ and Yuichi Koitabashi
Institutions Structural Design Section, Structural Engineering Division, Engineering Department, Nikken Sekkei Ltd., Tokyo 102-8117, Japan
Abstract Since the response reduction effect on over 200-meter-tall resulting from the seismic isolation system is smaller in general than low-rise and mid-rise buildings, mid-story isolated buildings are considered to reduce the response in the upper part above the isolation story, however, in many cases, the acceleration response just below the isolation story is likely to be the largest.
This paper presents the structural design schemes, the design of the main structural frames, and the constructions of a 230-meter-tall super high-rise building with mid-story isolation mechanism integrated in Roppongi, Tokyo. Moreover, this paper shows how the architectural and structural design for integrating a mid-story isolation system in a super high-rise building has been conducted and what solutions have been derived in this project. The realization of this building indicates new possibilities
for mid-story isolation design for super high-rise buildings.
Keyword Structural design, Super high-rise building, Mid-story isolation, Concrete filled tube, Transfer steel wall
PP. PP.233~242
Paper File Files(9727 kb) View

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