Archive of IJHRB


Archive of IJHRB


Vol. - No. Vol.12 - No.3
Date Oct., 2023
Title Structual Design of a Building with High Damping Provided by Deformation Amplification Mechanisms and Tuned Viscous Mass Damper
Author Mizuki Shigematsu+, Takaaki Udagawa, and Satoru Nagase
Institutions Structural Design Division, Engineering Department, Nikken Sekkei Ltd., Japan
Abstract This paper presents the structural design and response control system of the JR
MEGURO MARC building, a 70 meters high office building with steel structure located
in Tokyo (Figure 1). In order to achieve high earthquake resistance and useable office
space, this building integrates a centralized response control system with deformation
amplification mechanisms and tuned viscous mass dampers on the lower floor. Moreover,
buckling-restrained braces (BRB) are installed on the upper floors to increase the
effectiveness of centralized response control system and to reduce damage of the main
frames in the event of a major earthquake. It features an efficient centralized response
control system by amplifying the deformation of the dampers without creating a soft story.
Keyword Structural design, Centralized vibration control system, Deformation amplification
mechanism, Tuned viscous mass damper (TVMD), Robust design
PP. PP.215~224
Paper File Files(7741 kb) View

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