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Design example of mid-story-isolated skyscraper with the viscous dampers to reduce the response acceleration in lower part of the building

 Design example of mid-story-isolated skyscraper with the viscous dampers to reduce the response acceleration in lower part of the building
Auteur(s): , ,
Présenté pendant IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017, publié dans , pp. 3010-3017
DOI: 10.2749/vancouver.2017.3010
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This paper introduces a design case of 230-meter-tall mid-story-isolation skyscraper in Roppongi, Tokyo. Since the response reduction by seismic isolation on buildings over 200-meter-tall is smalle...
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Détails bibliographiques

Auteur(s): (NIKKEN SEKKI LTD, Tokyo, JAPAN)
(NIKKEN SEKKI LTD, Tokyo, JAPAN)
(NIKKEN SEKKI LTD, Tokyo, JAPAN)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017
Publié dans:
Page(s): 3010-3017 Nombre total de pages (du PDF): 8
Page(s): 3010-3017
Nombre total de pages (du PDF): 8
Année: 2017
DOI: 10.2749/vancouver.2017.3010
Abstrait:

This paper introduces a design case of 230-meter-tall mid-story-isolation skyscraper in Roppongi, Tokyo. Since the response reduction by seismic isolation on buildings over 200-meter-tall is smaller than general low-rise buildings, these buildings hardly adopted mid-story-isolation structure. Mid-story-isolation buildings are adopted to reduce the response in the upper part of the building, but in actually, the response acceleration is often largest just below the isolation story. In this paper, we introduce the architectural and structural planning for adopting a mid- isolation structure for a skyscraper building and solution methods in this project. The realization of this building presents new possibilities for skyscrapers and mid-story isolation buildings.