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 |