Hybrid artificial intelligence approaches for predicting buckling damage of steel columns under axial compression

LM Le, HB Ly, BT Pham, VM Le, TA Pham, DH Nguyen… - Materials, 2019 - mdpi.com
This study aims to investigate the prediction of critical buckling load of steel columns using
two hybrid Artificial Intelligence (AI) models such as Adaptive Neuro-Fuzzy Inference System …

Testing, numerical modelling and design of S690 high strength steel welded I-section stub columns

Y Sun, Y Liang, O Zhao - Journal of Constructional Steel Research, 2019 - Elsevier
This paper describes a comprehensive testing and numerical simulation investigation into
the material properties, membrane residual stresses and compression capacities of S690 …

Behavior of high strength concrete encased steel composite stub columns with C130 concrete and S690 steel

B Lai, JYR Liew, A Le Hoang - Engineering Structures, 2019 - Elsevier
This paper presents an experimental program that studies the structural behaviour of high
strength Concrete Encased Steel (CES) composite columns. The structural performance …

Hybrid artificial intelligence approaches for predicting critical buckling load of structural members under compression considering the influence of initial geometric …

HB Ly, LM Le, HT Duong, TC Nguyen, TA Pham… - Applied Sciences, 2019 - mdpi.com
The main aim of this study is to develop different hybrid artificial intelligence (AI)
approaches, such as an adaptive neuro-fuzzy inference system (ANFIS) and two ANFISs …

[HTML][HTML] Unified stress-strain models for normal and high strength steels

LN Dissanayake, F Walport, X Yun… - Construction and Building …, 2025 - Elsevier
The stress-strain characteristics of structural steels are predominantly influenced by their
chemical composition, manufacturing process and heat treatment. To date, various stress …

Machine learning (ML) based models for predicting the ultimate bending moment resistance of high strength steel welded I-section beam under bending

J Liu, S Li, J Guo, S Xue, S Chen, L Wang, Y Zhou… - Thin-Walled …, 2023 - Elsevier
This paper presents an in-depth numerical investigation into the local buckling behaviour
and develops advanced machine learning (ML)-based design methods for high strength …

Post-fire behaviour and resistances of S690 high strength steel welded I-section stub columns

A Su, K Jiang, Y Liang, O Zhao - Thin-Walled Structures, 2021 - Elsevier
The cross-sectional behaviour and residual compression resistances of S690 high strength
steel welded I-section stub columns after exposure to elevated temperatures up to 950° C …

In-plane bending behaviour and capacities of S690 high strength steel welded I-section beams

Y Sun, A He, Y Liang, O Zhao - Journal of Constructional Steel Research, 2019 - Elsevier
The present paper describes an in-depth experimental and numerical investigation into the
in-plane flexural behaviour and bending moment capacities of S690 high strength steel …

Experimental and numerical study of S700 high strength steel double shear bolted connections in tension

K Jiang, O Zhao, KH Tan - Engineering structures, 2020 - Elsevier
This paper presents a thorough experimental and numerical study of the structural
behaviour and resistance of S700 high strength steel double shear bolted connections …

[HTML][HTML] Experimental and numerical flexural buckling resistance of high strength steel columns and beam-columns

JO Ferreira Filho, T Tankova, H Carvalho, C Martins… - Engineering …, 2022 - Elsevier
The use of high strength steel (HSS) has been consolidated around the world because of its
numerous advantages mostly for high-rise buildings and large span bridges. As it provides …