Unified machine-learning-based design method for normal and high strength steel I-section beam–columns

Author:

Su Andi,Cheng Jinpeng,Li Xuelai,Zhong Yukai,Li Shuai,Zhao Ou,Jiang Ke

Publisher

Elsevier BV

Reference34 articles.

1. Strain-rate and stress-state dependent ductile fracture model of S690 high-strength steel;Shang;J. Constr. Steel. Res.,2023

2. Structural performance and design of S960 ultra-high strength steel non-slender welded I-sections subjected to combined loading;Su;Eng. Struct.,2023

3. Experimental and numerical investigations of S960 ultra-high strength steel welded I-section beams with in-plane flexural failure;Su;Thin-Walled Struct.,2023

4. Testing, numerical modelling and design of S890 and S960 ultra-high strength steel circular hollow sections under combined loading;Wang;Thin-Walled Struct.,2023

5. Net section failure of S690 high-strength steel angle-to-plate connections;Jiang;J. Struct. Eng.,2022

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