Performance of three-dimensional reinforced concrete beam-column substructures under loss of a corner column scenario

The vulnerability of conventional reinforced concrete (RC) structures to structural failure due to the loss of corner columns has been emphasized over the past years. However, the lack of experimental tests has led to a gap in the knowledge for the design of RC building structures to mitigate the li...

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Bibliographic Details
Main Authors: Kai, Qian, Li, Bing
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2012
Subjects:
Online Access:https://hdl.handle.net/10356/95421
http://hdl.handle.net/10220/8419
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Institution: Nanyang Technological University
Language: English