Data-driven models for prediction of peak strength of R-CFST circular columns subjected to axial loading-Reference-Cited by-同舟云学术

Data-driven models for prediction of peak strength of R-CFST circular columns subjected to axial loading

Published:2022-12 Issue: Volume:46 Page:1863-1880
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

İpek Süleyman,Güneyisi Erhan,Güneyisi Esra Mete

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference55 articles.

1. Application of Eurocode 4 design provisions and development of new predictive models for eccentrically loaded CFST elliptical columns;İpek;J Build Eng,2022

2. Study of the concrete in reinforced concrete-filled steel tube column under axial loading;Xiamuxi;J Constr Steel Res,2020

3. Pitch spacing effect on the axial compressive behaviour of spirally reinforced concrete-filled steel tube (SRCFT);Hamidian;Thin-Walled Struct,2016

4. Optimization and modeling of axial strength of concrete-filled double skin steel tubular columns using response surface and neural-network methods;İpek;J Build Eng,2021

5. A study on axial compressive behaviors of reinforced concrete filled tubular steel columns;Xiamuxi;J Constr Steel Res,2012

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