Spectral analysis for a semi-active-passive net-zero base-shear design concept
Author:
Affiliation:
1. Department of Mechanical Engineering; University of Canterbury; Christchurch; New Zealand
2. Department of Civil and Natural Resources Engineering; University of Canterbury; Christchurch; New Zealand
Publisher
Wiley
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Reference24 articles.
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2. Spectral analysis and design approach for high force-to-volume extrusion damper-based structural energy dissipation;Rodgers;Earthquake Engineering & Structural Dynamics (EESD),2008
3. Re-shaping hysteretic behaviour - spectral analysis and design equations for semi-active structures;Rodgers;Earthquake Engineering and Structural Dynamics,2007
4. Customising Semi-Active Resetable Device Behaviour for Abating Seismic Structural Response;Rodgers;Bulletin of the New Zealand National Society for Earthquake Engineering,2009
5. Re-shaping hysteretic behaviour using semi-active resettable device dampers;Chase;Engineering Structures,2006
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1. Nonlinear semi-active/passive retrofit design evaluation using incremental dynamic analysis;EARTHQ STRUCT;2022
2. Influence of shock impulse characteristics on vibration control using nonlinear fluid viscous dampers;Journal of Vibration and Control;2015-08-25
3. Author's reply to discussion on: probabilistic risk analysis of structural impact in seismic events for linear and nonlinear systems;Earthquake Engineering & Structural Dynamics;2015-01-09
4. Determining the physical limits on semi-active control performance: a tutorial;Structural Control and Health Monitoring;2013-10-06
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