EFFECT OF DESIGN PARAMETERS ON DYNAMIC RESPONSE CHARACTERISTIC OF SINGLE DAMPED OUTRIGGER SYSTEM INCORPORATING LINEAR VISCOUS DAMPERS

Author:

TERAZAWA Yuki1,ASAI Tomoki1,ISHIBASHI Yoji2,TAKEUCHI Toru1

Affiliation:

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

2. Mitsubishi Jisho Sekkei Inc.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference22 articles.

1. 1) Smith, S. and Salim, I. : Parameter Study of Outrigger-Braced Tall Building Structures, Journal of Structural Division, ASCE, Vol 107, No. 10, pp. 2001-2014, 1981.

2. 2) Smith, S. and Coull, A. : Tall Building Structures: Analysis and Design, Chapter 14, John Wiley & Sons, Inc., 1991.

3. 3) Smith, R. and Willford, M. : The damped outrigger concept for tall buildings, The Structural Design of Tall and Special Buildings, Vol. 16(4), pp. 501-517, 2007.

4. 4) Omika Y., Yamamoto Y., Kawano K. and Fukuda Y. : Study on the structural principle of the flexural deformation response control system, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 602, pp. 111-118, 2006.4 (in Japanese)

5. 5) Omika Y., Yamamoto Y., Kawano K. and Fukuda Y. : Study on the structural characteristic of the flexural deformation response control system, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 612, pp. 39-46, 2007.2 (in Japanese)

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