Resetting passive stiffness damper with passive negative stiffness device for seismic protection of structures
Author:
Affiliation:
1. Department of Civil Engineering Ohio University Athens Ohio USA
2. Department of Engineering Technology and Management Ohio University Athens Ohio USA
Publisher
Wiley
Subject
Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/stc.2774
Reference54 articles.
1. An active truss element and control law for vibration suppression;Bobrow JE;Smart Mater Struct,1995
2. A new approach to shock isolation and vibration suppression using a resettable actuator;Bobrow JE;J Dyn Syst Meas Control,2000
3. Resetting semiactive stiffness damper for seismic response control;Yang JN;J Struct Eng,2000
4. Control of seismically excited cable‐stayed bridge using resetting semiactive stiffness dampers;He WL;J Bridge Eng,2001
5. Study of a semi‐active stiffness damper under various earthquake inputs;Djajakesukma SL;Earthq Eng Struct Dyn,2002
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