Experimental verification of a tuned mass damper system with two‐phase support mechanism-Reference-Cited by-同舟云学术

Experimental verification of a tuned mass damper system with two‐phase support mechanism

Published:2019-05-07 Issue:3 Volume:2 Page:250-258
ISSN:2475-8876
Container-title:Japan Architectural Review
language:en
Short-container-title:Jpn Archit Rev

Author:

Sone Takayuki¹^ORCID,Ogino Kazuomi²,Kamoshita Naoto³,Muto Kei⁴,Ide Yutaka⁵,Murata Koji⁴,Hamaguchi Hiroki¹^ORCID,Yamamoto Masashi¹^ORCID

Affiliation:

1. Research and Development Institute Takenaka Corporation Chiba Japan

2. Construction Project Office, Tokyo Main Office Takenaka Corporation Tokyo Japan

3. Advanced Design Department, Head Office Takenaka Corporation Tokyo Japan

4. Design Department, Tokyo Main Office Takenaka Corporation Tokyo Japan

5. Design Department Thai Takenaka International Ltd. Bangkok Thailand

Publisher

Wiley

Subject

General Medicine

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/2475-8876.12095

Reference14 articles.

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2. KasaiK PuW WadaA.Responses of controlled tall buildings in Tokyo subjected to the great east Japan earthquake. Proceedings of the International Symposium on Engineering Lessons Learned from the 2011 Great East Japan Earthquake Tokyo Japan March 1‐4 2012 1099‐1109.

3. KashimaT KoyamaS OkawaI IibaM.Strong motion records in buildings from the 2011 great east Japan earthquake. Proceedings of the 15th World Conference on Earthquake Engineering Lisbon Portugal 2012 Paper No. 1768.

4. AonoH HosozawaO KimuraY YoshimuraC.Seismic retrofit of high‐rise building with deformation‐dependent oil dampers. CTBUH 2011 World Conference Seoul Korea 2011 255‐265.

5. MehmetÇ ToshihideK Farid GhahariS ShinK ErtuğrulT IzuruO.Before and after retrofit behavior and performance of a 55‐story tall building inferred from distant earthquake and ambient vibration data. Earthquake Spectra November 2017 Volume 33 No. 4 1599‐1626.

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