Seismic behavior of fire-exposed concrete-filled steel tubular (CFST) columns
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference66 articles.
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2. Effects of heating and loading histories on post-fire cooling behavior of concrete-filled steel tubular columns;Yang;J Constr Steel Res,2008
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4. Compressive behavior of concrete filled steel tubular columns subjected to long-term loading;Zhang;Thin Walled Struct,2015
5. Analysis of thin-walled steel RHS columns filled with concrete under long-term sustained loads;Han;Thin Walled Struct,2003
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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. Seismic resilience comparison of CFST frame and HSS frame structures: An assessment based on economic and carbon emission indicators;Journal of Constructional Steel Research;2024-10
3. Nonlinear Dynamic Analysis of High-Strength Concrete Bridges under Post-Fire Earthquakes Considering Hydrodynamic Effects;Sustainability;2024-07-29
4. Seismic performance and damage analysis of steel-PVA hybrid fiber cementitious composites encased CFST columns;Journal of Building Engineering;2024-06
5. Experimental and simulation study on seismic performance of steel‐PVA hybrid fiber cementitious composites‐encased CFST;Structural Concrete;2024-04-15
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