Multi-story base-isolated buildings under a harmonic ground motion — Part I: A comparison of performances of various systems
- 1 October 1990
- journal article
- Published by Elsevier in Nuclear Engineering and Design
- Vol. 123 (1), 1-16
- https://doi.org/10.1016/0029-5493(90)90266-z
Abstract
No abstract availableThis publication has 18 references indexed in Scilit:
- A comparative study of performances of various base isolation systems, part I: Shear beam structuresEarthquake Engineering & Structural Dynamics, 1989
- Aseismic base isolation: review and bibliographySoil Dynamics and Earthquake Engineering, 1986
- Full base isolation for earthquake protection by helical springs and viscodampersNuclear Engineering and Design, 1985
- Seismic isolation using sliding-elastomer bearing padsNuclear Engineering and Design, 1985
- New Zealand seismic base isolation concepts and their application to nuclear engineeringNuclear Engineering and Design, 1985
- Stochastic earthquake response of structures on sliding foundationInternational Journal of Engineering Science, 1983
- Response of sliding structures to earthquake support motionEarthquake Engineering & Structural Dynamics, 1983
- Response of sliding structures to harmonic support motionEarthquake Engineering & Structural Dynamics, 1983
- A friction damped base isolation system with fail‐safe characteristicsEarthquake Engineering & Structural Dynamics, 1983
- Aseismic Base IsolationThe Shock and Vibration Digest, 1982