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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Bibliographic Details
Main Authors: Rong, Hai-Cheng., Li, Bing.
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2012
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