EQUIVALENT MASS-SPRING MODELING METHOD FOR SUPER-TALL BUILDINGS OF INCREASING HEIGHT (PART 1): OVERVIEW OF PAST AND PROPOSED METHODS FOR BENDING-SHEAR MODEL

Author:

KASAI Kazuhiko1,WATAI Kazuki1,MAEDA Shusaku2,SATO Daiki1,SUZUKI Yosuke2

Affiliation:

1. FIRST, Tokyo Institute of Technology

2. Advanced Structural Engineering Dept., Takenaka Corporation

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference17 articles.

1. 1) 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

2. 2) 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

3. 3) Motomi Takahashi, Eiji Fukuzawa, Yutaka Isozaki : Earthquake response analysis of highrise R/C building in consideration of varying axial force on columns using equivalent vibration model, Journal of Structural Engineering, Vol. 39B, pp. 147-154, 1993.3 高橋元美, 福澤栄治, 磯崎浩 : 高層RC造骨組の柱の軸力変動を考慮した等価曲げせん断モデルによる地震応答解析, 構造工学論文集, Vol. 39B, pp. 147-154, 1993.3

4. 4) Masakzu MURATA, Masayuki NAGANO, Yutaka HINOURA, Takashi KITAHORI, Takehiko TANUMA, Satoshi ODA : Statistical analysis of bending deformation components of vibration analysis models and construction of generic bending shear multi-mass models for super high-rise RC buildings, AIJ Journal of Technology and Design, Vol. 26, No. 59, pp. 91-96, 2019.2 村田将一, 永野正行, 日野浦雄高, 北堀隆司, 田沼毅彦, 小田聡 : 超高層RC造建物を対象とした振動解析モデルにおける曲げ変形成分の統計的分析と汎用多質点曲げせん断モデルの構築, 日本建築学会技術報告集, 第25巻, 第59号, pp. 91-96, 2019.2

5. 5) M. Nicoreac, J. C. D. Hoenderkamp : Periods of vibration of braced frames with outriggers, Steel Structures and Bridges 2012, Procedia Engineering, Vol. 40, pp. 298-303, 2012

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