RANDOM SEISMIC RESPONSE ANALYSIS OF ADJACENT BUILDINGS COUPLED WITH NON-LINEAR HYSTERETIC DAMPERS-Reference-Cited by-同舟云学术

RANDOM SEISMIC RESPONSE ANALYSIS OF ADJACENT BUILDINGS COUPLED WITH NON-LINEAR HYSTERETIC DAMPERS

Published:2001-09 Issue:3 Volume:246 Page:403-417
ISSN:0022-460X
Container-title:Journal of Sound and Vibration
language:en
Short-container-title:Journal of Sound and Vibration

Author:

NI Y.Q.,KO J.M.,YING Z.G.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Acoustics and Ultrasonics,Condensed Matter Physics

Reference28 articles.

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2. Coupling tall buildings for control of response to wind;GURLEY,1994

3. A study on optimum damping systems for connected double frame structures;KAGEYAMA;Proceedings of the First World Conference on Structural Control, Los Angeles, CA,1994

4. Vibration control method for parallel structures connected by damper and spring;IWANAMI;JSME International Journal, Series C,1996

5. Optimal damping between two adjacent elastic structures;LUCO;Earthquake Engineering and Structural Dynamics,1998

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