FUNDAMENTAL PROPERTIES ON EARTHQUAKE INPUT ENERGY TO TWO STRUCTURES CONNECTED BY PSSIVE DAMPERS

Author:

TAKEWAKI Izuru1,TSUJI Masaaki1

Affiliation:

1. Dept. of Urban and Environmental Engineering, Graduate School of Eng., Kyoto University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference16 articles.

1. 2) HOUSNER G. W. Behavior of structures during earthquakes. Journal of the Engineering Mechanics Division, ASCE. (1959) vol.85, no.4, p.109-129.

2. 4) TRIFUNAC M. D. On energy flow in earthquake response. Univ. of Southern. (2001)

3. 5) LYON R. H. Statistical energy analysis of dynamical systems. The MIT Press. (1975)

4. 6) LUCO J. Enrique. Optimal Damping Between Two Adjacent Elastic Structures. Earthquake Engrg. Struct. Dyn.. (1998) vol.27, p.649-659.

5. 7) XU Y. L. Dynamic response of damper-connected adjacent buildings under earthquake excitation. Engineering Structures. (1999) vol.21, p.135-148.

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