Abstract
An analytical and experimental study of the effect of a horizontal sliding plane on the dynamic response of a single-story structure subjected to harmonic motion is presented. There is good agreement of experimental with analytical results and both indicate that the sliding effectively limits the intensity of support motion transmitted to the structure.
| Original language | English (US) |
|---|---|
| Title of host publication | Seism Eng Res Pract |
| Publisher | Publ by ASCE |
| Pages | 139-148 |
| Number of pages | 10 |
| ISBN (Print) | 0872627012 |
| State | Published - Dec 1 1989 |
| Event | Seismic Engineering: Research and Practice - San Francisco, CA, USA Duration: May 1 1989 → May 5 1989 |
Other
| Other | Seismic Engineering: Research and Practice |
|---|---|
| City | San Francisco, CA, USA |
| Period | 5/1/89 → 5/5/89 |
ASJC Scopus subject areas
- General Engineering