Seismic response assessment of a stiff structure
✍ Scribed by İlker Kazaz; Ahmet Yakut; Polat Gülkan
- Publisher
- John Wiley and Sons
- Year
- 2006
- Tongue
- English
- Weight
- 318 KB
- Volume
- 35
- Category
- Article
- ISSN
- 0098-8847
- DOI
- 10.1002/eqe.556
No coin nor oath required. For personal study only.
📜 SIMILAR VOLUMES
Fig. 3 Comparison between the normalized mean value of several damage indices for a three-story frame subjected to several earthquakes 66
## Abstract Interaction of bridge structures with the adjacent embankment fills and pile foundations is generally responsible for response modification of the system to strong ground excitations, to a degree that depends on soil compliance, support conditions, and soil mass mobilized in dynamic res
The seismic response of a critical rotating machine either rigidly attached to a #oor or independently isolated housed within an initially aseismically designed or uncontrolled structure are investigated. A particular isolation system, the Resilient-Friction Base Isolator (RFBI), is employed. Finite