Experimental and numerical research on the uniaxial behavior of the stiffened circular concrete-filled steel tube stub columns
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference43 articles.
1. Uni-axial behaviour of expansive CFST and DSCFST stub columns;Ho;Eng Struct,2021
2. Concrete-filled steel tubular columns: Test database, design and calibration;Son;J Constr Steel Res,2019
3. Strength, stiffness and ductility of concrete-filled steel columns under axial compression;Wang;Eng Struct,2017
4. Comparative study of square stirrup-confined concrete-filled steel tubular stub columns under axial loading;Ding;Thin Wall Struct,2016
5. Behaviour and design of eccentrically loaded CFST columns with high strength materials and slender sections;Tan-Trac;J Constr Steel Res,2022
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