Ultimate Load of Slabs in Fire Enhanced by Tensile Membrane Action with Flexible Supporting Edge Beams
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...
Main Authors: | Tan, Kang-Hai, Nguyen, Tuan-Trung |
---|---|
Other Authors: | School of Civil and Environmental Engineering |
Format: | Conference Paper |
Language: | English |
Published: |
2016
|
Subjects: | |
Online Access: | 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 |
Similar Items
-
Effect of stiffness of protected secondary edge beams on the membrane behaviour of composite beam-slab systems in fire
by: Nguyen, Tuan-Trung, et al.
Published: (2016) -
A Safe and Economical Design of Composite Profile Steel Decking Systems under Fire Conditions
by: Nguyen, Tuan-Trung, et al.
Published: (2016) -
Ultimate load of composite floors in fire with flexible supporting edge beams
by: Nguyen, Tuan Trung, et al.
Published: (2016) -
Analytical model for tensile membrane action in RC beam-slab structures under internal column removal
by: Pham, Anh Tuan, et al.
Published: (2021) -
Resilience of Flat Slab Structures in Different Phases of Progressive Collapse
by: Qian, Kai, et al.
Published: (2016)