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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Bibliographic Details
Main Authors: Li, Bing, Qian, Kai
Other Authors: School of Civil and Environmental Engineering
Format: Conference or Workshop Item
Language:English
Published: 2014
Subjects:
Online Access:https://hdl.handle.net/10356/99403
http://hdl.handle.net/10220/24050
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Institution: Nanyang Technological University
Language: English