Deformation-controlled design of reinforced concrete flexural members subjected to blast loadings
Both maximum displacement and displacement ductility factors should be considered in the design of a blast-resistant structure since both parameters correlate with an expected performance level of a reinforced concrete RC structural member during a blast event. The bl...
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| 格式: | Article |
| 語言: | English |
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2012
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| 在線閱讀: | https://hdl.handle.net/10356/95936 http://hdl.handle.net/10220/8402 |
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