Abstract
The present study was designed to demonstrate the importance of baseslab averaging and embedment effects on the foundation-level input motions due to earthquake excitations. Evaluation of foundation-level input motions based on the most commonly adopted kinematic interaction models are presented. In order to conduct this investigation, original records of horizontal accelerations for two casestudy buildings were utilized. Computed foundation-level input motions, in both NS and EW directions, were compared to the actual acceleration-time histories recorded at the foundation levels. The results clearly indicate that incorporating base-slab averaging and embedment effects in seismic analyses can modify the dynamic excitation imposed at the foundation level, and, as a consequence, lead to more accurate structural response due to earthquake ground motions.
Author (1)
Cite as
Full text
full text is not available in portal
Keywords
Details
- Category:
- Monographic publication
- Type:
- rozdział, artykuł w książce - dziele zbiorowym /podręczniku w języku o zasięgu międzynarodowym
- Language:
- English
- Publication year:
- 2020
- Bibliographic description:
- Falborski T.: Evaluation of Foundation Input Motions Based on Kinematic Interaction Models// Seismic Behaviour and Design of Irregular and Complex Civil Structures III/ : , 2020, s.11-22
- Verified by:
- Gdańsk University of Technology
seen 109 times
Recommended for you
Failure probability of tall buildings with TMD in the presence of structural, seismic, and soil uncertainties
- S. Etedali,
- M. Seifi,
- M. Akbari