Probabilistic response evaluation for RC flexural members subjected to blast loadings
The probabilistic responses of the maximum displacement and displacement ductility factor for a reinforced concrete (RC) flexural member against potential blast loadings are evaluated through a nonlinear dynamic analysis of its equivalent single-degree-of-freedom (SDOF)...
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| Main Authors: | , |
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| Other Authors: | |
| Format: | Article |
| Language: | English |
| Published: |
2012
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| Subjects: | |
| Online Access: | https://hdl.handle.net/10356/95281 http://hdl.handle.net/10220/8372 |
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| Institution: | Nanyang Technological University |
| Language: | English |