Abstract
The 2. 0 in. /sec. peak particle velocity criterion traditionally used to protect structures from blast induced vibration damage is non-conservative for landmark structures. Various factors which must be considered in establishing vibration criteria for landmark structures are discussed. Existing criteria by past investigators for this class of structure are presented.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 71-77 |
| Number of pages | 7 |
| Journal | Proceedings of the Annual Conference on Explosives and Blasting Technique |
| State | Published - 1984 |
All Science Journal Classification (ASJC) codes
- Building and Construction
- Geotechnical Engineering and Engineering Geology