## Abstract The capacity of a gravity structure to counter seismically induced overturning can only be estimated with good accuracy using a dynamic analysis of the rotational (rocking) motion involving large displacement theory. Seismic assessment employing quasi‐static analysis can be overly conse
On the Rocking Behavior of Rigid Objects
✍ Scribed by Francisco Prieto; Paulo B. Lourenço
- Publisher
- Springer Netherlands
- Year
- 2005
- Tongue
- English
- Weight
- 200 KB
- Volume
- 40
- Category
- Article
- ISSN
- 0025-6455
No coin nor oath required. For personal study only.
📜 SIMILAR VOLUMES
The dynamic response of a rigid disk on a saturated poroelastic half space and subjected to harmonic rocking excitation is studied. The mixed boundary-value problem for the case of relaxed contact condition between the disk and the poroelastic half space is reduced to a Fredholm integral equation of
The dynamic response of a rigid strip footing lying on saturated soil is greatly affected by the pore pressure induced by a rocking moment. To consider the complex behavior of the soil under the rocking load, an analytical solution for a rigid strip foundation on saturated soil under a rocking momen