Slab corner effect on torsional behaviour of perimeter beams under missing column scenario
Perimeter beams in reinforced-concrete buildings are subjected to considerable torsion from slab negative bending moments. In the event of progressive collapse caused by column removals, torsion effects on such beams become critical, owing to redistribution of loads. The aim of this study is to expl...
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| Main Authors: | , , |
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| Other Authors: | |
| Format: | Article |
| Language: | English |
| Published: |
2019
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| Subjects: | |
| Online Access: | https://hdl.handle.net/10356/90036 http://hdl.handle.net/10220/49399 |
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| Institution: | Nanyang Technological University |
| Language: | English |