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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| Main Authors: | , |
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| Other Authors: | |
| Format: | Article |
| Language: | English |
| Published: |
2012
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| 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 |