EQUIVALENT MASS-SPRING MODELING METHOD FOR SUPER-TALL BUILDINGS OF INCREASING HEIGHT (PART 2): SHEAR AND BENDING COMPONENTS SEPARATING METHOD FOR THE BUILDING RESPONSES USING A NEW BENDING-SHEAR MODEL-Reference-Cited by-同舟云学术

EQUIVALENT MASS-SPRING MODELING METHOD FOR SUPER-TALL BUILDINGS OF INCREASING HEIGHT (PART 2): SHEAR AND BENDING COMPONENTS SEPARATING METHOD FOR THE BUILDING RESPONSES USING A NEW BENDING-SHEAR MODEL

Published:2021 Issue:779 Volume:86 Page:21-31
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:

WATAI Kazuki¹,MAEDA Shusaku²,KASAI Kazuhiko³,SATO Daiki³,SUZUKI Yosuke⁴

Affiliation:

1. Research & Development Institute, Takenaka Corporation

2. Design Dept., Takenaka Corporation

3. FIRST, Tokyo Institute of Technology

4. Advanced Structural Engineering Dept., Takenaka Corporation

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/86/779/86_21/_pdf

Reference12 articles.

1. 1) Kazuhiko Kasai, Kazuki Watai, Shusaku Maeda, Daiki Sato, Yosuke Suzuki : Equivalent mass-spring modeling method for super-tall buildings of increasing height (Part1) Overview of past and proposed methods for bending-shear model, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 85, No. 772, pp. 791-801, 2020.6　笠井和彦, 渡井一樹, 前田周作, 佐藤大樹, 鈴木庸介 : 建築物のさらなる超高層化に向けた等価質点モデル化手法（その1）曲げせん断モデル作成に関する既往手法の考察と新たな手法の提案, 日本建築学会構造系論文集, 第85巻, 第772号, pp. 791-801, 2020.6

2. 2) K. Muto, M. Nagata, H. Ueno, H. Kanayama, M. Hanajima : Earthquake response analysis system of highrise building: “FAPP-FASP” system, The 1st Electronic Computer Symposium, pp. 205-210, 1979.3　武藤清, 長田正至, 金山弘雄, 上野弘道, 花島実 : 高層ビルの耐震解析一貫システム”FAPP-FASP”, 第1回電子計算機利用シンポジウム, pp. 205-210, 1979.3

3. 3) Yutaka Osawa, Tadao Minami, Yutaka Matsushima, Masayuki Nagata : Kenchikugakutaikei38 Kozo no Douteki Kaiseki, SHOKOKUSHA Publishing Co., pp. 222-224, 1981.10　大澤胖, 南忠夫, 松島豊, 長田正至 : 新建築学大系 38 構造の動的解析, 彰国社, pp. 222-224, 1981.10

4. 4) Rie Okazawa, Mina Sugino, Yasuhiro Hayashi ; Modeling of super high-rise buildings and response properties against Ricker wavelet - Damage prediction for super high-rise buildings in Osaka against pulse-like ground motions Part1 -, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 83, No. 745, pp. 421-430, 2018.3　岡沢理映, 杉野未奈, 林康裕 : 超高層非免震建物群のモデル化およびRicker waveletに対する基本応答特性パルス性地震動に対する大阪市域の超高層建物群の被害予測その1, 日本建築学会構造系論文集, 第83巻, 第745号, pp. 421-430, 2018.3

5. 5) Koichi Morita, Takashi Hasegawa : Estimation of response and beam ends damage of steel frame high-rise buildings under long period motions, AIJ Journal of Technology and Design, Vol. 22, No. 52, pp. 897-900, 2016.10　森田高市, 長谷川隆 : 長周期地震動に対する鉄骨造超高層建物の応答と梁端損傷度の評価, 日本建築学会技術報告集, 第22巻, 第52号, pp. 897-900, 2016.10

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