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: Pham, Anh Tuan, Pham, Xuan Dat, Tan, Kang Hai
其他作者: School of Civil and Environmental Engineering
格式: Article
語言:English
出版: 2019
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在線閱讀:https://hdl.handle.net/10356/90036
http://hdl.handle.net/10220/49399
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機構: Nanyang Technological University
語言: English