Slab corner effect on torsional behaviour of perimeter beams under missing column scenario

• المؤلفون الرئيسيون: Pham, Anh Tuan, Pham, Xuan Dat, Tan, Kang Hai
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2019
• الموضوعات: Load Transfer; Engineering::Civil engineering; Structural Analysis
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/90036; http://hdl.handle.net/10220/49399
• المؤسسة: Nanyang Technological University

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...