ROBUST DESIGN OF BUILDING-CONNECTION INERTIAL-MASS DAMPER FOR UNCERTAIN EARTHQUAKE INPUT USING INPUT ENERGY ANALYSIS-Reference-Cited by-同舟云学术

ROBUST DESIGN OF BUILDING-CONNECTION INERTIAL-MASS DAMPER FOR UNCERTAIN EARTHQUAKE INPUT USING INPUT ENERGY ANALYSIS

Published:2022-09-01 Issue:799 Volume:87 Page:902-911
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:

MURASE Mitsuru¹,TAKEWAKI Izuru²

Affiliation:

1. Institute of Technology, Shimizu Corporation / Dept. of Architecture and Architectural Eng., Kyoto Univ.

2. Dept. of Architecture and Architectural Eng., Kyoto Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/87/799/87_902/_pdf

Reference23 articles.

1. 1) Kageyama, M. et al.: The principal solutions of connecting spring and damper for optimum vibration control under several criteria, Journal of Structural and Construction Engineering (Transactions of AIJ), No.529, pp.97-104, 2000 (in Japanese)　蔭山満ほか 2 名: 連結制振の基本モデルにおける連結バネとダンパーの最適解の誘導, 日本建築学会構造系論文集,第 529 号, pp.97-104, 2000 (DOI: https://doi.org/10.3130/aijs.65.97 )

2. 2) Kageyama, M. and Seto, K.: A study on optimal damping system for connected double structures (part2 vibration control theory for connected structures with rotational inertia device), Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, B-2, Structures II pp.433-434, 2001 (in Japanese)　蔭山満, 背戸一登:連結構造物の最適制振に関する研究（その 11）回転慣性型の連結機構を用いた連結制振理論, 日本建築学会大会学術講演梗概集,構造 II, pp.433-434, 2001

3. 3) Seto, K. and Matsumoto, Y.: Vibration control of multiple connected buildings using active controlled bridges, Proc. World Conf. Struct. Control, 3 (2002-8), pp.253-261, Wiley., 2003

4. 4) Yang, G. et al.: Partitioning of mass and frequency ratio space based on invariant point theory of connected buildings and derivation of optimum parameters, Journal of Structural and Construction Engineering (Transactions of AIJ), No.617, pp.71-76, 2007 (in Japanese)　楊貴君ほか 2 名: 連結構造物における定点理論に基づく質量比－周波数比空間の領域分類と最適パラメターの誘導, 日本建築学会構造系論文集, No.617, pp.71-76, 2007 (DOI: https://doi.org/10.3130/aijs.72.71_2 )

5. 5) Takewaki, I. and Tsuji, M.: Fundamental properties on earthquake input energy to two structures connected by passive dampers, Journal of Structural and Construction Engineering (Transactions of AIJ), No.616, pp.81-87, 2007 (in Japanese)　竹脇出, 辻聖晃: 連結制震ダンパーを有する構造物群へ入力される地震エネルギーの基本特性, 日本建築学会構造系論文集, 第 616 号, pp.81-87, 2007 (DOI: https://doi.org/10.3130/aijs.72.81_2 )

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