DESIGN METHOD OF COMBINATION OF HYSTERESIS DAMPERS AND TUNED MASS DAMPER IN ORDER TO REDUCE SEISMIC RESPONSE FOR WIDE RANGE OF SEISMIC INTENSITY
Author:
Affiliation:
1. School of Environment and Society, Dept. of Architecture and Building Engineering, Tokyo Institute of Technology
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/82/740/82_1577/_pdf
Reference12 articles.
1. 3) T. K. Caughey : Random excitation of a system with bilinear hysteresis, Journal of Applied Mechanics, pp. 649-652, 1960.3.
2. 4) M. Abe : Tuned mass dampers for structures with bilinear hysteresis, Journal of Engineering Mechanics, pp. 797-800, 1996.
3. 5) Kaynia, J. M. Biggs and D. Veneziano : Seismic effectiveness of tuned mass dampers, Journal of the Structural Division, ASCE, Vol. 107, pp. 1465-1484, 1981.
4. 6) P. Lukkunaprasit, A. Wanitkorkul : Inelastic buildings with tuned mass dampers under moderate ground motions from distant earthquakes, Earthquake Engineering and Structural Dynamics, Vol. 30, pp. 537-551, 2001.1.
5. 9) Y. Wen : Method for random vibration of hysteretic systems, Journal of the Engineering Mechanics Division, Vol. 102, No. 2, pp. 249-263, 1976.
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