Unified numerical model for performance analysis of various cross-sections of concrete-filled stainless-steel tubular stub columns under axial loading
Author:
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference95 articles.
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3. Nonlinear analysis of axially loaded concrete-filled tube columns with confinement effect;Hu;J Struct Eng,2003
4. Axial capacity of circular concrete-filled tube columns;Giakoumelis;J Constr Steel Res,2004
5. Compressive strength of circular concrete filled steel tube columns;Dundu;Thin-Walled Struct,2012
Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Unified artificial neural network, linear and nonlinear statistics methods for forecasting the capacity of axially loaded concrete-filled steel tube (CFST) members;Structures;2024-06
2. Experimental study of concrete-filled stainless steel tubular stub columns with circular and square cross-sections subjected to combined compression and bending;Engineering Structures;2024-04
3. Energy path of circular concrete-filled steel tube stub columns under axial compression;Journal of Constructional Steel Research;2024-02
4. Numerical simulation and design of circular steel-reinforced concrete-filled steel tubular short columns under axial loading;Magazine of Concrete Research;2023-12-20
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