Performance-based blast resistant design of reinforced concrete frame structures under distant explosions
Numerical finite element analyses to evaluate the structural dynamic responses are performed on a six-storey reinforced concrete frame structure under distant explosion conditions. To keep the localized responses of the blast-loaded members under control in meeting the expected performance level, a...
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| Format: | Thesis |
| Language: | English |
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2008
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| Online Access: | https://hdl.handle.net/10356/11991 |