MECHANISM OF RESPONSE REDUCTION IN HYBRID CONTROL SYSTEM OF BASE-ISOLATED BUILDING CONNECTED TO FREE-WALL WITH DAMPER
Author:
Affiliation:
1. Dept. of Architecture and Architectural Eng., Kyoto Univ.
2. Mitsuda Structural Consultants
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/82/737/82_1023/_pdf
Reference5 articles.
1. 16) Kobori, T. et al. : Effect of dynamic tuned connection on reduction of seismic response -Application to adjacent office building-, Proc. 9WCEE, V, 1988.8
2. 18) Den Hartog, J. P. : Machanical Vibtations, 4th ed., McGraw-Hill, 1956
3. 19) Veletos, A. S. and Ventura, C. E. : Modal analysis of non-classically damped linear systems, Earthquake Engrg. Etruct. Dyn., 14, pp. 217-243, 1986.3
4. 21) Xu, Z., Agrawal, A. K., He, W. L. and Tan, P. : Performance of passive energy dissipation systems during near-field ground motion type pulses, Engineering Structures, 29, pp. 224-236, 2007.2
5. 22) Murase, M., Tsuji, M. and Takewaki, I. : Smart passive control of buildings with higher redundancy and robustness using base-isolation and inter-connection, Earthquakes and Structures, 4(6), pp. 649-670, 2013.12.
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1. ROBUST DESIGN OF BUILDING-CONNECTION INERTIAL-MASS DAMPER FOR UNCERTAIN EARTHQUAKE INPUT USING INPUT ENERGY ANALYSIS;Journal of Structural and Construction Engineering (Transactions of AIJ);2022-09-01
2. OPTIMAL SPECIFICATIONS OF INERTIAL MASS DAMPER USED FOR BUILDING CONNECTION SYSTEM;Journal of Structural and Construction Engineering (Transactions of AIJ);2021-06-30
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