NUMERICAL INVESTIGATION OF DYNAMIC RESPONSE CHARACTERISTIC OF DAMPED BRACED TUBE SYSTEM WITH DIFFERENT DAMPED SLIT COMFIGURATION

Author:

TERAZAWA Yuki1,ISHIBASHI Yoji2,TANAKA Haruki3,YOKOYAMA Ryo2,MIZUNO Hiroki2,TAKEUCHI Toru1

Affiliation:

1. Dept. of Arch. and Build. Eng., Tokyo Institute of Technology

2. Mitsubishi Jisho Sekkei Inc.

3. Former Tokyo Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference24 articles.

1. 1) CTBUH Tall Building Database: https://www.skyscrapercenter.com/ (accessed 2021.10.14)

2. 2) Lago A., Trabucco, D. and Wood, A.: Damping Technologies for Tall Buildings Theory, Design Guidance and Case Studies, CTBUH, Elsevier Inc., 2019.

3. 3) Ishibashi, Y.: The structural design of 400m height Damped Diagrid – TOKYO TORCH Torch Tower –, The Steel Structural Technology Magazine, pp.78-79, 2020.10. (In Japanese) 石橋洋二:外殻制振構造を用いた 400m 級超高層建築の検討-TOKYO TORCE (東京駅前常盤橋プロジェクト) Torch Tower (B 棟), 鉄鋼技術, pp.78-79, 2020.10.

4. 4) https://tokyotorch.mec.co.jp/ (accessed 2021.10.14)

5. 5) Ishibashi, Y., Terazawa, Y., Tanaka, H., Yokoyama, R., Mizuno, H. and Takeuchi, T.: A novel damped braced tube system for tall buildings in high seismic zones, The Structural Design of Tall and Special Buildings, 2022, e1926, https://doi.org/10.1002/tal.1926 (accessed 2022.2.16)

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