Cyclic behaviours of concrete-filled steel tubular columns with pre-load after exposure to fire
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference23 articles.
1. Concrete-filled HSS columns after exposure to ISO-834 fire standard;Han;Journal of Structural Engineering, ASCE,2003
2. Compressive and flexural behaviour of concrete filled steel tubes after exposure to standard fire;Han;Journal of Constructional Steel Research,2005
3. Experimental behavior of steel beam to concrete-filled steel tubular column connections after exposure to fire;Han;Journal of Structural Engineering, ASCE,2007
4. Tests on cyclic behavior of concrete-filled HSS columns after exposure to ISO-834 standard fire;Han;Journal of Structural Engineering, ASCE,2004
5. Residual strength of concrete filled RHS stub columns after exposure to high temperatures;Han;Advances in Structural Engineering—An International Journal,2002
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1. Behaviours of circular high-strength concrete-filled high-strength steel tubular columns after constant heating;Journal of Constructional Steel Research;2024-10
2. Experimental behavior of axially loaded circular high-strength concrete-filled high-strength steel tubular stub columns after exposure to fire;Thin-Walled Structures;2024-10
3. 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
4. Effect of eccentric of loads on bearing columns subjected to periodic burning;AIP Conference Proceedings;2024
5. Behaviour of T-shaped stiffened concrete-filled steel tubular stub columns after uniform and non-uniform fire exposure;Advances in Structural Engineering;2023-11-09
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