Ultimate Load of Slabs in Fire Enhanced by Tensile Membrane Action with Flexible Supporting Edge Beams

• المؤلفون الرئيسيون: Tan, Kang-Hai, Nguyen, Tuan-Trung
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: Conference or Workshop Item
• اللغة: English
• منشور في: 2016
• الموضوعات: Tensile membrane action; Beam-slab systems; Slabs; Analytical; Flexible support; Fire
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/81445; http://hdl.handle.net/10220/40801; http://www.cnki.net/kcms/detail/detail.aspx?dbname=IPFDTEMP&filename=SHCB201406001036&dbcode=IPFD&v=MDAwNDE3cVFLcmlmWnVCdkVDdmpVN3ZJSVZvUU5pWEliTEc0SDlYTXFZOUZaZXNNQ2hNNHptVVdtVDhJVGdyZ3F4TkdE
• المؤسسة: Nanyang Technological University

A number of previous analytical studies have been conducted to predict the enhanced loadbearing capacity of slabs due to tensile membrane action. These analytical approaches are based on an implicit assumption that vertical supports along the slab panel boundaries at all times during a fire do not d...