Development of a simplified numerical method for structural response analysis to blast load
The response of structural concrete elements under extremely short duration dynamic loads is of great concern nowadays. The most prevailing method to this problem is based on SDOF simplification. It is well known that the SDOF model can reliably predict the overall structural component response if t...
| Main Authors: | , |
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| Format: | Conference Paper |
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Elsevier BV
2011
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| Online Access: | http://hdl.handle.net/20.500.11937/20915 |