A unified method for calculating fire resistance of solid and hollow concrete-filled steel tube columns based on average temperature-Reference-Cited by-同舟云学术

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A unified method for calculating fire resistance of solid and hollow concrete-filled steel tube columns based on average temperature

Published:2014-07 Issue: Volume:71 Page:12-22
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Yu Min,Zha Xiaoxiong,Ye Jianqiao,Wang Baolin

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference42 articles.

1. Design of composite steel and concrete structures Part 1.2: general rules, structural fire design;EN 1994-1-2:2005,2005

2. Technical specification for concrete-filled steel tubular structures;DBJ13-51-2003,2003

3. Standard calculation method for structural fire protection;ASCE/SFPE 29-99,1999

4. Standard method for determining fire resistance of concrete and masonry construction assemblies;ACI 216.1M-07,2007

5. A unified formulation for circle and polygon concrete-filled steel tube columns under axial compression;Yu;Eng Struct,2013

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1. Axial compression performance of rubberized concrete-filled steel tubular stub columns after fire exposure: Experimental investigation and calculation models;Construction and Building Materials;2024-08

2. Knowledge distillation for fire resistance of concrete-filled steel tubular columns: Teacher-student models;Journal of Constructional Steel Research;2024-08

3. Experimental and numerical investigations of circular concrete filled steel double-skin and double-tube columns exposed to fire;Thin-Walled Structures;2024-05

4. Effects of cooling type on mechanical properties of concrete produced with slag-modified cement exposed to high temperatures;Acta Scientiarum. Technology;2024-04-17

5. Axial compressive behaviour of ultra-high performance concrete filled steel tube stub columns at elevated temperatures;Structures;2023-11

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