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Development of Large Tuned Mass Damper with Stroke Control System for Seismic Upgrading of Existing High-rise Building

 Development of Large Tuned Mass Damper with Stroke Control System for Seismic Upgrading of Existing High-rise Building
Author(s): , , , ,
Presented at IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015, published in , pp. 464-465
DOI: 10.2749/222137815815775835
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This paper describes a large TMD developed as an effective seismic control device for an existing high-rise building. There were two challenges to be overcome to realize the system. One is how to s...
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Bibliographic Details

Author(s):




Medium: conference paper
Language(s): English
Conference: IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015
Published in:
Page(s): 464-465 Total no. of pages: 8
Page(s): 464-465
Total no. of pages: 8
Year: 2015
DOI: 10.2749/222137815815775835
Abstract:

This paper describes a large TMD developed as an effective seismic control device for an existing high-rise building. There were two challenges to be overcome to realize the system. One is how to support a huge mass move in any direction, and the second is how to control mass displacement that reaches about 2 meters. As a solution to the former problem, a simple pendulum mechanism is adopted. To solve latter problem, we developed a high-performance oil damper with unique failsafe functions. This paper first examines the requirements of the TMD using a simple model and clarifies the constitution of the actual system. After the control effect through earthquake response analyses is discussed, the results of performance tests conducted on a full-scale TMD system for retrofitting an existing high-rise building are described.

Keywords:
tuned mass damper seismic upgrading existing high-raise building velocity limitation