STUDY ON STROKE CONTROL STRATEGY OF SEISMIC CONTROL STRUCTURE UTILIZING LARGE-WEIGHT SUB-SYSTEM AS DYNAMIC MASS DAMPER
Author:
Affiliation:
1. Architectural Design Division, Kajima Corp.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/82/738/82_1201/_pdf
Reference5 articles.
1. 1) Den Hartog, J. P. : Mechanical Vibration, 4th edition, McGrawHill, New York, 1956
2. 2) Warburton, G. B. : Optimum absorber parameters for various combinations of response and excitation parameters, Earthquake Engineering & Structural Dynamics, Vol. 10, pp. 381-401, 1982
3. 10) Xiang, P., Nishitani, A. : Fundamental Study on Control Effect of TMD Floor System under Seismic Excitation, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 78, No. 694, pp. 2093-2101, 2013.12
4. 11) Crandall, S. H., Mark, W. D. : Random Vibration in Mechanical Systems, Academic Press, 1963
5. 13) Igusa, T., Kasai, K., Yamashita, T. : Effects of Non-classical Damping in Passive Controlled Structures, International Symposium on Earthquake Engineering Commemorating Tenth Anniversary of the 1995 Kobe Earthquake, ISEE Kobe, D. 227-236, 2005.1
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