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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Bibliographic Details
Main Authors: Pham, Anh Tuan, Pham, Xuan Dat, Tan, Kang Hai
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2019
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