Earthquake response of structures with partial uplift on winkler foundation
- 1 January 1984
- journal article
- research article
- Published by Wiley in Earthquake Engineering & Structural Dynamics
- Vol. 12 (2), 263-281
- https://doi.org/10.1002/eqe.4290120209
Abstract
No abstract availableKeywords
This publication has 7 references indexed in Scilit:
- Rocking of slender rigid bodies allowed to upliftEarthquake Engineering & Structural Dynamics, 1983
- Dynamic response of tipping core buildingsEarthquake Engineering & Structural Dynamics, 1978
- Seismic Response of Uplifting Building FrameJournal of the Structural Division, 1978
- Effects of Foundation Tipping on Dynamic ResponseJournal of the Structural Division, 1975
- Vibration of viscoelastic foundationsEarthquake Engineering & Structural Dynamics, 1973
- The seismic response of a reinforced concrete bridge pier designed to stepEarthquake Engineering & Structural Dynamics, 1973
- The behavior of inverted pendulum structures during earthquakesBulletin of the Seismological Society of America, 1963