NON-LINEAR RESPONSE OF TORSIONALLY COUPLED BASE ISOLATED STRUCTURE TO HARMONIC EXCITATION
Author:
Affiliation:
1. Department of Civil Engineering Indian Institute of Technology
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1993/477/1993_477_35/_pdf
Reference14 articles.
1. 1) Constantinou, M. C. and Tadjbakhsh, I. G.: Probabilistic Optimum Base Isolation of Structures, Journal of Structural Engineering, ASCE, 109, 305-310, 1983.
2. 2) Constantinou, M. C. and Tadjbakhsh, I. G.: The Optimum Design of a Base Isolation system with Friction Element, Earthquake Eng. and Struct. Dyn., 12, 203-214, 1984.
3. 3) Kelly, J. M. and Beucke, K. E.: A Frictional Damped Base Isolation System with Fail-safe Characteristic, Earthquake Eng. and Struct. Dyn., 11, 33-56, 1983.
4. 4) Keightley, W. O.: Building Damping by Coulomb Friction, Sixth World Conference on Earthquake Engineering, New Delhi, India, 1977.
5. 5) Kelly, J. M.: A seismic base isolation: A Review and Bibliography, Soil Dynamics and Earthquake Engineering, 5, 202-216, 1986.
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