## 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 quasiβstatic analysis can be overly conse
Behaviour of rigid inclusion stressmeters in viscoelastic rock
β Scribed by D. Skilton
- Publisher
- Elsevier Science
- Year
- 1971
- Tongue
- English
- Weight
- 349 KB
- Volume
- 8
- Category
- Article
- ISSN
- 0148-9062
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