A new plastic-damage constitutive model for cyclic loading of concrete has been developed for the earthquake analysis of concrete dams. The rate-independent model consistently includes the effects of strain softening, represented by separate damage variables for tension and compression. A simple sca
Behavior of large fill dams during earthquake and earthquake damage
โ Scribed by S. Tani
- Publisher
- Elsevier Science
- Year
- 2000
- Tongue
- English
- Weight
- 620 KB
- Volume
- 20
- Category
- Article
- ISSN
- 0267-7261
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โฆ Synopsis
This paper describes the behavior of and damage to large ยฎll dams during earthquakes. Although ยฎll dams have been constructed since olden times, there are only records of recent earthquake damage. We analyzed the behavior of ยฎll dams of at least 15 m in height during earthquakes, and investigated the damage to the ยฎll dams. The fact that ยฎll dams that are designed and constructed based on the modern design standards have never been failed but have been only slightly affected by past earthquakes in Japan and other nations suggests that such large ยฎll dams are highly earthquake resistant. The modern conventional design methods (soil engineering control of the bank soil, method for evaluating slip safety, and evaluation method of the foundation ground) are thus fully adequate for determining earthquake resistance.
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