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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| 格式: | Theses and Dissertations |
| 語言: | English |
| 出版: |
2008
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| 主題: | |
| 在線閱讀: | https://hdl.handle.net/10356/11991 |
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| 機構: | Nanyang Technological University |
| 語言: | English |