Adaptive base-isolation of civil structures using variable amplification

Author:

Walsh Kenneth K.,Abdullah Makola M.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference44 articles.

1. Barroso L R and Chase J G (2003), “Probabilistic Seismic Hazard Analysis of Semi-active Controlled 9-story Steel Moment-resisting Structure,” 16th ASCE Engineering Mechanics Conference, Seattle, Washington.

2. Berton S and Boleander J E (2005), “Amplification System for Supplemental Damping Devices in Seismic Applications,” Journal of Structural Engineering, 131(6): 979–983.

3. Chatterjee S, Singha T K, and Karmakar S K (2004), “Effect of High-frequency Low-amplitude Vibration on the Performance of a Class of Semi-active Base-isolation Systems with On-off Damping,” Journal of Sound and Vibration, 274(3–5): 893–914.

4. Chung TSK and Lam ESS (2004), “Hydraulic Displacement Amplification System for Energy Dissipation,” 2004 ANCEER Annual Meeting, Honolulu, Hawaii.

5. Constantinou M C, Tsopelas P, and Hammel W (1997), “Testing and Modeling of an Improved Damper Configuration for Stiff Structural Systems,” Technical Report Submitted to the Center for Industrial Effectiveness, Buffalo, New York.

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