Current codes of practice in assessing the blast ground motion effect on structures are mainly based on the ground peak particle velocity (PPV) or PPV and the principal frequency (PF) of the ground motion. PPV and PF of ground motion from underground explosions are usually estimated by empirical for
โฆ LIBER โฆ
Effect of Soil Loosening on the Ground Surface above Unbraced Underground Workings
โ Scribed by G. A. Geniev
- Book ID
- 110221299
- Publisher
- Springer
- Year
- 2000
- Tongue
- English
- Weight
- 65 KB
- Volume
- 37
- Category
- Article
- ISSN
- 0038-0741
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Studies of structural responses and damage to high-frequency blast motion are very limited. Current practice uses some empirical allowable ground vibration limits in assessing structural performance. These empirical limits overlook the physical parameters that govern structural response and damage,
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