New deformation-controlled design of reinforced concrete flexural members subjected to blast loadings
Both maximum displacement and displacement ductility factor should be considered in the design of a blast resistant structure since both the parameters correlate with an expected performance level of a reinforced concrete (RC) structural member during a blast event. Assuming that the actual respons...
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Main Authors: | , |
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格式: | Conference or Workshop Item |
語言: | English |
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2014
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在線閱讀: | https://hdl.handle.net/10356/99403 http://hdl.handle.net/10220/24050 |
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