STUDY ON A SIMPLIFIED MODEL OF A HIGH-RISE SHEAR-TYPE BUILDING FOR EVALUATION OF Q

STUDY ON A SIMPLIFIED MODEL OF A HIGH-RISE SHEAR-TYPE BUILDING FOR EVALUATION OF Q–Δ RESONANCE

Published:2023-01-01 Issue:803 Volume:88 Page:59-70
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

ANAMIZU Ryosuke¹,KOHIYAMA Masayuki²

Affiliation:

1. Former School of Science for Open and Environmental Systems, Graduate School of Science and Technology, Keio University

2. Dept. of System Design Engineering, Faculty of Science and Technology, Keio University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/88/803/88_59/_pdf

Reference25 articles.

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2. 2) Tokyo Metropolitan Government Bureau of Finance: Initiatives of Metropolitan Government Building Renovation Project, (accessed 2022.03.17) (in Japanese)　東京都財務局:都庁舎改修プロジェクトの取り組みについて, 東京都財務局 HP, (参照 2022.03.17)https://www.zaimu.metro.tokyo.lg.jp/kentikuhozen/tochosyakaisyuproject.html

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4. 4) Flores, F., Charney, F. A., and Lopez-Garcia, D.: The Influence of Accidental Torsion on the Inelastic Dynamic Response of Buildings during Earthquakes, Earthquake and Spectra, Vol. 34, No. 1, pp. 21-53, 2018.2 (DOI: doi.org/10.1193/100516EQS169M )

5. 5) Chandler, A. M., and Hutchinson, G. L.: Torsional Coupling Effects in the Earthquake Response of Asymmetric Buildings, Engineering Structures, Vol. 8, No. 4, pp. 222–236, 1986.10 (DOI: doi.org/10.1016/0141-0296(86)90030-1 )