Design of cold-formed stainless steel circular hollow section columns using machine learning methods
暂无分享,去创建一个
[1] Ben Young,et al. Buckling of stainless steel square hollow section compression members , 2003 .
[2] Tianqi Chen,et al. XGBoost: A Scalable Tree Boosting System , 2016, KDD.
[3] Ben Young,et al. Structural performance of stainless steel circular hollow sections under combined axial load and bending – Part 1: Experiments and numerical modelling , 2016 .
[4] Abdulkadir Cevik,et al. A new formulation for longitudinally stiffened webs subjected to patch loading , 2007 .
[5] Jiangang Wei,et al. Behaviour of grouted stainless steel tubular X-joints with CHS chord under axial compression , 2018 .
[6] Tak-Ming Chan,et al. Structural response of stainless steel oval hollow section compression members , 2009 .
[7] Qi Lu,et al. An Intelligent Design Model for the Thin-Walled Steel Perforated Member , 2017 .
[8] Leroy Gardner,et al. Testing, simulation and design of cold-formed stainless steel CHS columns , 2018, Thin-Walled Structures.
[9] Ben Young,et al. Column design of cold-formed stainless steel slender circular hollow sections , 2006 .
[10] Andrew Liew,et al. The continuous strength method for the design of circular hollow sections , 2016 .
[11] Stelios Kyriakides,et al. Plastic buckling of circular tubes under axial compression—part I: Experiments , 2006 .
[12] Ou Zhao,et al. Experimental and numerical investigations of concrete-filled stainless steel tube stub columns under axial partial compression , 2019, Journal of Constructional Steel Research.
[13] Murat Pala,et al. Genetic programming-based formulation for distortional buckling stress of cold-formed steel members , 2008 .
[14] Yating Liang,et al. Flexural buckling behaviour and resistances of circular high strength concrete-filled stainless steel tube columns , 2020 .
[15] Kim J.R. Rasmussen,et al. Strength Curves for Metal Columns , 1997 .
[16] G. Shu,et al. Predictions of material properties in cold-rolled austenitic stainless steel tubular sections , 2020 .
[17] Leo Breiman,et al. Random Forests , 2001, Machine Learning.
[18] Brian Uy,et al. Behaviour of short and slender concrete-filled stainless steel tubular columns , 2011 .
[19] Marley M. B. R. Vellasco,et al. A neuro-fuzzy evaluation of steel beams patch load behaviour , 2008, Adv. Eng. Softw..
[20] G. Shu,et al. Test and design of stainless steel K-joints in cold-formed circular hollow sections , 2021, Journal of Constructional Steel Research.
[21] Sajjad Tohidi,et al. Neural networks for inelastic distortional buckling capacity assessment of steel I-beams , 2015 .
[22] Leroy Gardner,et al. Structural design of stainless steel concrete filled columns , 2008 .
[23] G. Shu,et al. Experimental study of cold-drawn duplex stainless steel circular tubes under axial compression , 2019, Thin-Walled Structures.
[24] Kim J.R. Rasmussen,et al. Design of Cold-Formed Stainless Steel Tubular Members. II: Beams , 1993 .
[25] Amir Hossein Gandomi,et al. New design equations for assessment of load carrying capacity of castellated steel beams: a machine learning approach , 2012, Neural Computing and Applications.
[26] L. Gardner,et al. Cold-formed stainless steel CHS beam-columns – Testing, simulation and design , 2020 .
[27] Ou Zhao,et al. Testing and numerical modelling of austenitic stainless steel CHS beam–columns , 2016 .
[28] null null,et al. Specification for the Design of Cold-Formed Stainless Steel Structural Members , 2002 .
[29] Yating Liang,et al. Experimental and numerical studies of austenitic stainless steel CHS stub columns after exposed to elevated temperatures , 2019, Journal of Constructional Steel Research.
[31] L. Gardner,et al. The Continuous Strength Method for the design of stainless steel hollow section columns , 2020 .
[32] G. Shu,et al. Investigations on stainless steel T- and Y-joints in cold-rolled circular hollow sections , 2020 .
[33] Kim J.R. Rasmussen,et al. Tests of X- and K-Joints in SHS Stainless Steel Tubes , 2001 .
[34] Ben Young,et al. Investigation of cold-formed stainless steel non-slender circular hollow section columns , 2007 .
[35] Ben Young,et al. Compression tests of stainless steel tubular members , 2002 .
[36] Ran Yang,et al. Study on the Bending Capacity of Cold-formed Stainless Steel Hollow Sections , 2016 .
[37] David A. Nethercot,et al. Resistance of stainless steel CHS columns based on cross-section deformation capacity , 2008 .
[38] Yating Liang,et al. Experimental and numerical investigations of circular recycled aggregate concrete-filled stainless steel tube columns , 2021 .
[39] Sajjad Tohidi,et al. Lateral-torsional buckling capacity assessment of web opening steel girders by artificial neural networks — elastic investigation , 2014 .
[40] G. Shu,et al. Design of cold-rolled stainless steel rectangular hollow section columns , 2020 .
[41] Yating Liang,et al. Behaviour and residual compression resistances of circular high strength concrete-filled stainless steel tube (HCFSST) stub columns after exposure to fire , 2020 .
[42] Amir Hossein Alavi,et al. A new prediction model for the load capacity of castellated steel beams , 2011 .